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HomeMy WebLinkAboutBuilding Plansta} 1 AN 's''ISALAF A_'DFi a r� j ` ' 21-1 _A- akin P' TO u igb t A t Hom 82 F;RRIN(38, FL ` -1701 4.0 „AL_ RIDGE L--NR. CORAL_ Tel= (954) 575-7300 .��... S CALC.'S • STATE OF FLORIDA .FT. INDEX OF DRAWINGS CERTIFIED BUILDING CONTRALTO CERT R LIVING 15T FLOOR 25 � 9 5Q. FL LIVING 2ND FLOOR 1501 50, FT. - SHEET # DESCRIPTION STANDARD PACIFIC HOMES TOTAL LIVING 4056 5a.FT. PG CI —COVER PAGE PG Sl—FOUNDATION PLAN ELEV. "B" "B" PG GN-GENERAL NOTES PG SIA—DETAILS ELEV. 825 CORAL RIDGE DR. COVERED LANAI 150 5a1 FT. PG Al=FIRST FLOOR PLAN PG S2-1ST LIFT BEAM PLAN AND NOTES ELEV. "B" CORAL SPRINGS FL, 33701 "E" PG A2—SECOND FLOOR PLAN & SCHEDULES PG S3—DETAILS ELEV. "B" "B" COVERED :ENTRY ELEV. 94 50. FT. PG A3B-ELEVATION "B" FRONT & REAR PG S4-2ND FLOOR AND LOWER ROOF FRAMING PLAN AND NOTES ELEV. T4ESE KANS AND ALL PROPOSED WORK TEL: (954) 575-7300 3 CAR GARAGE TST 60. FT, PG A4B - ELEVATION "I3" LEFT & RIGHT PG S5—DETAILS ELEV. "B" -. ARE §U9IECf TQAN4 CORRECTIONS ' ' PG A5B—DETAILS ELEV "B" PG S6-2ND FLOOR PLAN ELEV. B" w "B" ; REGUIRED BY FIELD INSPECTORS THAT :+ BALCONY ELEv. ^� 75 5a. FT. PG DI —DOOR & WINDOW DETAILS PG S7-2ND LIFT BEAM PLAN AND NOTES ELEV. PG D2—MONOLITHIC WALL SECTIONS & MISC. DETAILS PG S8—UPPER ROOF FRAMING PLAN AND NOTES ELEV. "B" MAY BENECESURYINORDER TO PG D3—MONOLITHIC 2—STORY WALL SECTIONS PG S9—GENERAL NOTES AND DETAILS ELEV, B" 04�AtPlYW!?1iALAPPIiCAlE!!�D. TOTAL ELEv. s' 5245 ea. FT. PG D4-STAIR SECTION & DETAILS PG S1 0 —CALCULATIONS ELEV. "B" PG'E1—ELECTRICAL FIRST FLOOR PLAN PG S11—CALCULATIONS ELEV. "B" PG E2—ELECTRICAL SECOND FLOOR PLAN • STATE OF FLORIDA PG Pl—PLUMBING FIRST FLOOR PLAN PG P2—PLUMBING SECOND FLOOR PLAN PROFESSIONAL ARCHITECT:_, PG M1-MECHANICAL FIRST & SECOND FLOOR PLAN JAMES ' CANTWELL AR No. 12079 A.B. DESIGN GROUP INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 - Tel: (407) 774-6078 73- Fax: (407) 774-4078 - i < sr. LucIE couNTY - BUILDING DIVISION _. REVIEIGf�O FOR CDM P DESIGN CRITERIA: REVIEWED BY ' DATE PLANS • FLORIDA BUILDING CODE (FBC) 2010 RESIDENTIAL AND PERMIT • 2010 FLORIDA FIRE PREVENTION CODE MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE •NATIONAL ELECTRICAL CODE (NEC) — 2008 EDITION --- •ALL LOCAL AND STATE CODES *OCCUPANCY — RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB •MIN. INTERIOR FINISH — CLASS B •BASIC WIND SPEED(VuLT)- 170 MPHENURE C -I—STORY RESIDENCE — C�3NC • 2 STORY RESIDENCE — MAX. HEIGHT AS PER 0'Q0 AST El i�RSOR��A LOCAL AND STATE CODES � -SEE STRUCTURAL DRAWINGS FOR MORE INFO jk j OIV S ca r si�a /Ty0�TRf SPECIFIC PARAMETERS FROM FBC 2010 CH. R44 r USED FOR MANSORY AND WOOD: ��dd . R301.1 EXCEPTION HIGH VELOCITY HURRICANE ZONE DESIGN IS BASED ON CHAPTER R44 FOR MANSORY AND WOOD. • AMERICAN SOCIETY OF CIVIL ENGINEERS 7-10 THIS STRUCTURE HAO AND REVIEWED DE,SIGNISO FAR GOMPN FBC 1606,I.4 1ANCE OF FOR ONE OF THE OWING: INTERNAL WIND PngSSUME WINDRORNf; DEERIB PROTECTION IMPACT RESISTANCE G WeING OPT s i �F A R C N 1 9 a Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 RIVERREI, Y LOT 20 PROJECT# 03303.020 MODEL: FAIRFIELD 6511 ELEV. B GARAGE SWING: RIGHT s PAGE • ' COVER_ PAGE Ia ARCHITECT 111 STATE OF FLORIDA f J ES CANTWELL AR NO 12079 PiiINT 05/18/15 DATE: SCALE: AS NOTED SHEET NO: I H I T E C T S GENERAL NOTES GENERAL NOTES: 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2010 RESIDENTIAL EDITION OF THE FLORIDA 1. GARAGE NOTES: BUILDING CODE AND IN CONJUNCTION WITH ASCE 7 10. * PROVIDE PERMANENT SIGN ( WITH LETTERS NOT LESS THAN 1/2", READING: "DANGER DO NOT OPERATE ENGINES W/ DOOR CLOSED CARBON, MONOXIDE EMISSION IS LETHAL." POSTED ON 2. DESIGN LOADS; INSIDE OF GARAGE DOOR FOR DESIGN LOADS REFER TO STRUCTURAL DRAWINGS. Ai * GARAGE BENEATH HABITABLE ROOMS TO HAVER-11 INSULATION AT CEILING PER ENERGY CODE 3. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS ALL EXTERIOR FORM. BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS'. 2. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, I SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2010 EDITION. 3. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR REINSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL 4. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR T01WORK BE POSTED NEAR THE WATER HEATER OR ELECTRICAL PANEL.. PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. I 4 BATH-TUB/SHOWER GLASS ENCLOSURES IF USED TO BE TEMPERED GLASS. 5. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK, 5. SHOWER HEADS SHALL HAVE ANTI SCALD DEVICES. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR 6. ALL BATHROOM DOOR LOCKS SHALL BE DESIGNED TO PERMIT THE OPENING OF THE DOOR FABRICATION OF THE WORK. FROM THE OUTSIDE 1N CASE OF EMERGENCY. ^' 6. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 7. USE APPROPRIATE CEMENT BOARD, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. I 8. BATHTUB &;SHOWER FLOORS & WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS C 7. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABS0126ENT SURFACE. SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN SIX FEET ABOVE THE FLOOR. 8. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 10. BATHROOM FINISHED FLOOR SHALL BE OF IMPERVIOUS MATERIAL AS TILES. 9. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 11. IN HVHZ AREAS PROVIDE HURRICANE SHUTTERS AS PER F.B.C. SECTION 2413 UNLESS THE 10NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. EXTERIOR WALL COMPONENTS OF THE ENCLOSED BUILDING HAS SPECIFIC PRODUCT I . APPROVAL TO PRESERVE THE ENCLOSED BUILDING ENVELOPE AGAINST IMPACT LOADS AS SET FORTH IN CHAPTER 16. 12. FIRE STOPPING SHALL BE INSTALLED IN WOOD CONSTRUCTION AS SPECIFIED IN FBCR SECTIONS 4409.7.2.1 THROUGH R4409.7.2.6. GARAGES AND CARPORTS 13. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN I 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER SECTION R302.9. 1. GARAGE DOOR A. ENGINEERED FOR 170 MPH MIN. WIND LOAD. 14. STRUCTURE TO ADHERE TO CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FOR DAMAGE B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER PROBABILITIES FROM WEATHERING AND TERMITE INFESTATION PER TABLE R301.2(1). C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 15. UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE 1 2. AS PER FBC SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM'USED FOR SLEEPING WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 0 PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND REStf3ENCE SHALL BE EQUIPPED WITH 1/2 INCH GYPSUM BOARDS.FBCR 311.2.2. SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 k DOORS. FIRE RATE D00 3/8 INCHES THICK, OR20 MINUTE D D APPLIED E F 150 POUN S 16: EXTERIOR WINDOWS SHALL BE CAPABLE OF WITHSTANDING A FORCE 0 3. AS PER FBC 2010, SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING 1N AN OPERABLE DIRECTION. a� T STEEL 1 MIN. A MINIMUM N0.26 GAGE0.48 MM SHEET S N TRUCTED OF ( THE DWELLING FROM. THE GARAGES HALL BE COS AND E F TOOLS A T THE USE 0 17. AN OUTSIDE WINDOW OPERABLE FROM THE INSIDE WITHOUT RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND -SHALL HAVE NO OPENINGS INTO PROVIDING A CLEAR OPENING OF NOT LESS THAN 20" IN WIDTH 24" IN HEIGHT AND 5.7 SQ. FT. ' THE GARAGE. 1N AREA. THE BOTTOM OF THE OPENING SHALL NOTE MORE THAN 44" OFF THE FLOOR. ALL °1 SHALL BE PR TECTED W/ DADE COUNTY APPROVED STORM SHUTTERS. WINDOWS0 4. AS PER FBC 2010 SECTION R30 2.6 &TABLE R302:6: THE GARAGE SHALL BE SEPARATED FROM RESIDENCE AND ITS ATTIC 1{ AREA BY NOT LESS THAN '%-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL 18. ALL INSULATION MATERIALS TO HAVE A FLAME SPREAD INDEX OF NOT MORE THAN25 AND A BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 PER SECTION R302.10. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/2-INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK I I 1, REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING F,ry i AND IRRIGATION. 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,500 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED EXTERIOR FINISHES UNLESS NOTED OTHERWISE. r 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 7/8" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS, 2' THE NEAREST EDGE OF THE FOOTING. THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 6 ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE ACCORDANCE WITH ASTM-C926 KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 3. MASONRY VENEER SHALL COMPLY WITH SECTION R703.7.3OF THE 2010 RESIDENTIAL 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. EDITION OF THE FLORIDA BUILDING CODE IF APPLICABLE. HAVE BEEN PROPERLY BRACED. WHERE APPLICABLE 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR ( ) 4. CLEARANCE BETWEEN` EXTERIOR WALL COVERINGS AND FINAL EARTH!GRADE ON THE I 3- 0 BEYOND NEW FOOTING LINE. EXTERIOR OF A BUILDING SHALL NOT BE LESS THAN 6" PER SECTION R704 OF THE 2010 FBC, INSPECTION FOR TERMITES. 9. EXCAVATIONS TO BE A MINIMUM OF NERAL ENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 10. T GE REQUIREMENTS. TABLE R301.0(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE; LINO. CONTRACTOR IS TO VERIFY THE COMPLIES WITH ALL ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED, AND SEALED SURVEY WHICH CO LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. G EERED SHOP DRAWINGS 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTEDSEPARATELY BY EN IN ROUND SNOW LOAD WIND DESIGN SEiSMic DESIGN CATEGORY1 SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP" ICE BARRIER UNDERLAYMENT REQUIRED" FLOOD HAZARDS e AIR FREEZING INDEX' MEAN ANUAL TEMP' speed d (mph) Topogrephic effecte(NA) "Frost Weathering line depth' Termite` NA See Fig. R301.2(4) NA Negligible NA envy NA NA NA ABV. ABOVE A/C AIR CONDITIONING ADJ. ADJUSTABLE ALT. ALTERNATE AMP. AMPERAGE BD: BOARD CL CENTER LINE CAB. CABINET CLG. CEILING CLR. CLEAR CONC. CONCRETE CPT. CARPET C.T. CERAMIC TILE D. DRYER DBL. DOUBLE D.G. DUAL GLAZED DIA. DIAMETER DIM. DIMENSION DISP. DISPOSAL DP. DEEP DR. DOOR D.S. DOWNSPOUT DTL DETAIL D.W. DISHWASHER EA, EACH ELEV. ELEVATION EQ. EQUAL EXH. EXHAUST, EXT. EXTERIOR FX.GL. FIXED GLASS F.G. FUEL GAS FIN. FINISH FLR. FLOOR FLUOR. FLUORESCENT ABBREVIATIONS — FR. DR. FRENCH DOOR FTG. FOOTING GA. GAUGE GAR. DISP. GARBAGE DISPOSAL G.F.I. GROUND -FAULT INTERRUPTER GL. GLASS G.B. GLASS BLOCK GYP. BD, GYPSUM BOARD H.B. HOSE BIB H.C. HOLLOW CORE HDR. HEADER HGT. HEIGHT INSUL. INSULATION INT. INTERIOR LAV. LAVATORY LUM. LUMINOUS M.C. MEDICINE CABINET MFR. MANUFACTURER MIN. MINIMUM M.T. METAL THRESHOLD MTD. MOUNTED MTL METAL N..S. NOT TO SCALE O.C. ON CENTER PL PROPERTY LINE P.B. PUSH BUTTON PH. PHONE PLT. PLATE PLYWD. PLYWOOD PR. PAIR P.T. PRESSURE TREATED R. RISER RAD. RADIUS R.A.G. RETURN AIR GRILL REF. REFRIGERATOR RM. ROOM R.O. ROUGH OPENING S.C. SOLID CORE EXT DR S.D. SMOKE DETECTOR S.H. SINGLE HUNG SHT. SHEET SHTHG. SHEATHING SHWR. SHOWER SIN. SIMILAR SL. SLIDING SL. GL SLIDING GLASS SL STANDARD SWS SHEAR WALL SECTION TEMP. TEMPERED GLASS THK. THICK T.O.C. TOP OF CURB T.O.P. TOP OF PLATE T,O.S. TOP OF SLAB TYP. TYPICAL U.N.O. UNLESSNOTED OTHERWISE V,P. VAPOR PROOF W, WASHER W/ WITH WD WOOD WDW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON BURGLARY INTRUSION NOTE:�--' DOOR 1 DOOR LOCKS 1. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300 LBS IN ANY MOVABLE DIRECTION 2. LOCKS ON EXTERIOR DOORS SHALL BE A MINIMUM OF 6000 POSSIBLE KEY CHANGES OR LOCKING COMBINATIONS. IF THE KEY -IN -THE -KNOB IS USED, THERE SHALL BEAUXILLIARY SINGLE DEAD BOLT WITH HARDENED BOLTS OR INSERTS. 3. EXTERIOR EXIT DOOR IF OPERABLE FROM EXTERIOR SHALL HAVE AT LEAST ONE LOCK THAT IS KEY -OPERATED FROM THE EXTERIOR, 4. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE SAME LOCK AS REQUIRED FOR SINGLE EXTERIOR SWING DOORS. THE INACTIVE LEAF OF PAIRS OF DOORS SHALL HAVE MULTIPLE POINT LOCK W/ 5/8" MIN. THROW BOLTS W/ INSERTS. 5. SLIDING GLASS DOORS SHALL BE PROVIDED WITH SLIDING DOOR DEAD BOLTS OR A PIN NOT REMOVABLE OR OPERABLE FROM THE EXTERIOR, AT THE JAMB HEAD, SILL OR MEETING MULLIONS. THESE DOORS SHALL BE REINFORCED IN THE STRIKE AND LOCK AREA TO MAINTAIN A BOLT STRENGTH EFFECTIVENESS IF NECESSARY AND SUCH DOORS SHALL HAVE NO SCREWS REMOVABLE FROM THE OUTSIDE WHICH WOULD FACILITATE READY ENTRANCE FROM THE OUTSIDE. 6. HINGES ON EXTERIOR OUT -SWINGING DOORS SHALL HAVE NON -EXPOSED SCREWS EXPOSED HINGES SHALL NOT BE REMOVABLE. JAMBS OF ALL EXTERIOR OFFSET TYPE IN -SWINGING DOORS SHALL BE OFRABBETTED OR OF SIMILAR FABRICATION 7. SINGLE SWINGING EXTERIOR DOORS IF WOOD SHALL BE SOLID CORE OR NOT LESS THEN 1 3/81,THICKNESS. 8. GLASS AND GLASS -LIKE MATERIALS SHALL COMPLY WITH "ANSI Z97.1". SLIDING GLASS DOORS SHALL COMPLY WITH "AAMA 1303.5" AND "ANSI / AAMA 101. 9. SINGLE EXTERIOR SWING AND INTERIOR SWING DOORS CONNECTING LIVING AREAS WITH GARAGE AREAS SHALL BE MIN, 1 3/8', THICK, SOLID CORE AND SHALL BE SECURED WITH LATCH AND SINGLE DEAD BOLT WITH 1" MINIMUM THROW OR A COMBINATION OF DEAD BOLTS SET W/ LATCH THROW A MIN OF 1/2" AND BOLTS HAVING A MINIMUM THROW OF 1". 10. GARAGE DOOR CONNECTING TO LIVING AREA SHALL BE SELF -CLOSING AND SELF -LATCHING PER FBC 2010. DOOR / WINDOW GLAZING NO`7C`FS 1. ALL GLASS 8. WINDOWS ADJACENT TO SHOWERS OR TUB MUST BE OF CATEGORY II SAFETY DOORS/WINDOWS SHALL COMPLY WITH CHAPTER R44 OF THE F.B.C. GLAZING, 2. SEAL TIGHT WITH SEALANT; ALL JOINTS BETWEEN ALUMINUM FRAMING AND 9. TEMPERED GLASS SHALL COMPLY WITH 16 CFR 1201 AS PER F.B.C. R4410.2.3 EXISTING ROUGH OPENINGS. 10. GLASS SHALL COMPLY WITH ASTM C 1036 REQUIREMENTS FOR FLAT GLASS TYPE I 3. DIMENSIONS SHOWN ON PLANS, ELEVATIONS, AND/OR SECTIONS DENOTE AND II AND GSA DD-G-451C STANDARD FOR GLASS, FLAT AND CORRUGATED, FOR UNIT SIZES. GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY GLAZING MIRRORS AND OTHER USES AS PER F.B.C. R4410.2.1.2 ROUGH OPENING DIMENSIONS AT JOB SITE AND COORDINATE WITH WINDOW MANUFACTURER, ARCHITECT IF ANY DISCREPANCIES 11, INSTALLED GLASS SHALL NOT BE LESS THAN SINGLE -STRENGTH B QUALITY ,CONTACT ARE FOUND, BEFORE PROCEEDING WITH THE WORK. UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL AS PER F.B.C. R44102.1.7 4. EXTERIOR SLIDING DOOR / WINDOW MANUFACTURER SHALL SUBMIT SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. 12. DOORS, BATH AND SHOWER ENCLOSURES, AND SLIDING GLASS DOORS CONTAINING GLAZING MATERIAL GREATER THAN 9 SQUARE FEET (0.84 M 2) IN 5. ALL WINDOW GLAZING SHALL BE TINTED U=1.12 & SHGC=0.48 ALL DOOR SURFACE AREA SHALL BE CLASSIFIED AS CATEGORY II GLAZING PRODUCTS AS GLAZING SHALL BE TINTED U=1.13 & SHGC=0.49 PER F.B.C. R4410.2.3.1.3.2 6. ALL EXTERIOR DOORS AND WINDOWS SHALL BE IMPACT RESISTANT 13.ALL GLASS TO BE MONOLITHIC IMPACT GLASS WITH SOLARBAN 70XLLOW-E. MEETING ALL APPLICABLE CODES AND REGULATIONS. (FBC R4410.2) 7. ALL GLAZING WITHIN 48" TO AN ADJACENT DOOR SHALL BE TEMPERED, CAT. II SAFETY GLASS. ALL WINDOWS, MIRRORS OR GLASS ENCLOSURES AT OR pXp WITHIN 36 OFTIj S AND SHOWERS WITH SILLS LESS THAN 60 ABOVE FETY GLASS. FLOOR SHALL TEMPERED CAT. SA fI: LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 000332_5 urwr nnw o. A.B. DESIGN GROUP �! DRAFTED INC 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FLL,33442 (954)482-0957 OFFICE 954 708-2468 FAX 0 ti a C3 q Q h O PSCALE. RINT 05/18/g5 DATE. AS 'NOTED SHEET NO: G N 00 Groupnc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4079 www.abdesigngroup.com A.B. DESfGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 2 0 a a x A' ,x Q� zi r RIVERBEND R T r LOT 20 PROJECT## 03303,020 MODEL: I FAIRFIEaLD 6511 ELEV. B GARAGE SWING: `. RIGHT PAGE:' I FIR'S a FLOOR PLAN ARCHITECT- STATE OF FLORIDA NI ks h: J S CANTWELL a R NO 12079 P NT 05j18/15 D E: SCALE: AS 'NOTED SHEET NO: At I m INTERIOIR, DOOR SCHED7 LE DOOR DOOR # O SIZE TYPE ROUGH' OPNG, (WxH) ZONE REMARKS WIDTH HGHT 2' 4" 8'-0" SWING D7 2 2'-8" 8'-0 SWING D6, SHALL BE SELF CLOSING AND SELF-LATCHINGz PER FBC 2010 3 2'-8" 8'-0" SWING Dl 4 2'-4" 8'-0" SWING 5 21-8l 8 -011 SWING DT 6 2 -4" 8 -0" SWING -1 4 -0" 8 2'-8" 8`-0" SWINCz DI S 2 -S" 8 -0" 5UJING 10 2 -8" 8 -@" SWING DT 11 8'-0' SWING 12 4'-8" 81-0" FR DRS. 13 4'-8" 5'-0" FR DRS. 14 8'-0" SWING 5 2'-8" 8'-0" SWING Db, SHALL BE SELF-CL05ING AND SELF -LATCHING PER FBC 2010 SWING SOLID CORE DOOR W/ WEATHERSTRIPPING IT 2,.6, 8 _0 SWINCx 18 2'-4" 8'-0' SWING D 9 4 -8" 8 m" FR DRS. 20 2 -(a" 8 0" SWING 21 2 -6" 8'-0" SWING 22 2 -&' 8 -0" SWING 23 2 -(o" 8 -0" SWING 2.4 2 -4" 8 -0'1 SWING DI 25 2 4' 8 -0" SWING 2& 2 -o" 8 -0" SLUING 27 2 _G 8 -0" SWING 28 4'-a" 8 -0" FIR DRS. 29 4'-8" 8 -O'` FIRDRS. r—__— — — — — — — — — — — — — — — ---.� ' I I I LINE OF WALL BELOW — --------------------J 1,)'-2" — — — e — — — — — — — — — — O O Q ECzR�85 � I EGOS v N z aA � II BEDROOM 2 BEDROOM 3 5'-4" CLG. 511 4" 411 11 I 4" 4" 41 411411 2'-3'' 1' -10 '-O" N m OPEN TO SELoW „ (-28 I � -- � I m BATH 4 BB O all N cO 0 g'-4"CLG. 0 3" L w U _ '11 BATH 3 n --- — — — --- o zo 9 4 CLG. _I �" A W/ CA DN 22x30 6 5 m WALL LL P 15 -5 4 -8 2 -8 ATTIC BHA CLG I I� � I 42° HGH. HALF 8" � ACCESS CC DOOOTES: I OPT. ALL HARDWARE IS TO COMPLY WITH FLA. STATUTES CHAPTER 553, PART V FLA 1 V TECH. E ACCESSIBILITY CODE 4.13.9 IN REFERENCE TO I -HAND GRASPABILITHY AND F5CA-201 D5 9'-II I/2' CLG. w SECTION 309.4. EGRESS DOORS SHALL ESE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE US _ 5SH AHU 2 � DD v OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT F5C2010 R311.2 BEDROOM 4 R-sH I 9'-4 CLG. R SH CONTINUOUS 42" HGT. 4 — — 411 HANDRAIL GUARDRAIL 8ll 4 -O" 3'-0il 3'-S" 21'-10" 11— =v T WIC I I ¢ I O R j w LOFT � S �' 12" RADIUS 8" RADIUS EGRESS <t FULL HALFcp c0 ROUND VA,> Qo ARCH ro r AND AND TO l' O' �, T-1" AND LARGER AND LARGER VERIFY W/ PLAN P 14LLER VERIFY W/ PLAN VERIFY W/ PLAN ' TYP SECOND F R- ARCH DETA BLS NOTE: WHEN AN S' OR 12" RADIUS HEADER ENGAGE INTO THE SAME COLUMN OIR ARE WITHIN CLOSE f ROXIMITY (WITHIN 2"-0") THEY NEED TO ALL 114AV 'THE LARGER RADIUS. I STAIR DATA 20 RISERS 'a T 7/1(o" : 19 TREADS 15) 10" SEE SHEET D5 FOR STAIR SECTIONS AND DETAILS EXTERIOR WALL SfI HEIGHTS 21'-8" TOP OF BOND SEAL L.51 U. -ALL INTERIOR DOORS TO BE 8'-O" -ALL EXTERIOR DOORS TO BE 8'-O" UNLESS NOTED OTHERWISE 3-1/2 1/21/2, DOUBLI 1'-2" TOP PATE N DOUBLE 0 N TOP PLATE N a I III' C H IEr III N ILA �'V�l FL0 RAJ _ I I t0 O O _m I LLI -- IL I I I LINE OF WALL III BELOW co r I I I I I II III I I II III I I --- L --------� 8l 8 21'-2 23'-2° 7'-4" 13'-.4 I I I ' I SLEEPING ROOMS PROVIDE AN EGRESS I I WINDOW WITH A NET CLEAR OPENING OF 5 SO. FT. FOR GROUND FLOORS, I I SO. FT. FOR UPPER FLOORS. OPENINGS I SHALL NOT BE LESS THAN 24'H OR 20'W I I SILL NOT MORE THAN 44" ABOVE FLOOR.` SE'O D FLOOR PILAF ELEVATION I I I I I L LINE OF WALL BELOW I ----------------------------� r L: I T E C TS Design Group Inc. 11441 N. RONALD REAGAN BLVD. i LONGWOOD, FL 32750 PH:407=774-6078j 1 FAX:407-774-4078 www.abdesigngroup.com s All #: 0003325 DRAFTING BY.,.d. A.B. DESrtG�I GROUP DRA�TMiG INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 954 708 2468 FAX 0 h 0. a q Q a y i, RIVERBEND F LOT 20 e' j PROJECT# 03303, 020 MODEL: k FAIRFIELD 6511 ELEV. B GARAGE SWING kl RIGHT PAGE: ' SECOND FLOOR PLAN SCHEDULES RINT 05/18/15 ATE: CALE. AS NOTED HEET NO: A 2 j' cj EL. 10'-8" T.0.5. 16 EL. 10'-8" T,0.5. _ ------------------- J 5,4RREL TILE ROOF -1-- - ------ - -- ---------- ---- -------- Ij I I 21'-E "2ND T.0.510'-a" 117 I 1ST T.o.S. L I I' 12 4� EL. 21 -8" 2ND T.O.S: B7 Oca EL. 10'-8" IST T.O.B. O - � I it - - - - II LI II �3 R C H I T E C T S 46 4 � I Design Group Inc. ', 1441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774 6078 r FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 I`'. DRAFTING BY: .. a ? A.B. DESIGN GROUP DRAFTING INC. 20'-011 1191 EAST NEWPORT CENTER, DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 21'-0" 2ND T.0.5. j I I B6 I I t I I I B5 l y L 10'-a" IST T.0.5, ~ I I � B4 I I - I 1 I I14 B N O-co -- I� - I - 21'-0" 2ND T.O.e: I '-v B3 P I 1 10 a 15T T.O.S.I 5' JI B-7 �- 21'-8 2ND T.O.B.- 10 -8" 15T TO.B- LI - - - -- 2.1 5 4 } --17- , - I � m I I fA I I I III O II II I II I 1 it I r I n ----------.--- --- B1 I II T I r I t EL. 12'-0" T.0.5. I 40.G /-44:3 40.0 /-44.3 ♦ 42:1//-45.1 42.1 /-45.1 42.1 /-45.7 � NT Y) � I I E R PP QQ RR\4ui. I L1 n ,_, O - �1---- -- - - -- $y------ - - - - -- EL. 10'-8" T.O.B. EL. 10 FRONT ELEVATION k ROOF LINE S ELEVATION "III' SCALE: 1/S' - I 0 s11 ROOF VENTILATION CALCULATION PER FBC R-806.2 12 REQUIRED VENTILATION: ROOF AREA 1838 SQ. I FT. = 12.25 SQ. / FT. 150 - - - - - - - - - SOFFIT VENTILATION PROVIDED: SCREEN EAVE WIDTH PERIMETER 1 -4 EL. 22'-5" TOP OF TRUSS HEEL „. - J EL. 21'-8" TOP OF BOND 5EAtl 4 w7no- (DB3 q 4. Q I 12 EL. 12'-4" TOP OT 4 FLOOR TRUSS 4l �. _ J EL.12'-0" TOP OF - � ENTRY 50ND BEAM � I Q EL: 10'-a" TOP OF 50ND 5EA B9 I 1 - - - EL.0 .FIN, - - Y e LA 1 ->1 RAISED FIN. GIRADE I n :1 STUCCO M,4ND INCn T, 4 IN. X 2570 LIN I IN = 71.39 SQ. / FT. 144 SQ. / IN. NOTE" 4" WIDTH CONTINUOUS SCREENED SOFFIT VENTING IS PROVIDED 40.0 /-43.1 40.9 /-44.5 40.9 /-44.5 40.9 /-44.5 SECOND IF,IL O 1 O x O ATTIC VENT CALCS ® - - - - - - - _ - - - ROOF VENTILATION CALCULATION PER FBC R-806.2 REQUIRED VENTILATION: ROOF AREA 1820 SQ. / FT. = 12.13 SQ. / FT. 150 SOFFIT VENTILATION PROVIDED: SCREEN EAVE WIDTH PERIMETER 4 IN. X 2549 LIN I IN = 70.81 SQ. / FT. 144 SQ./IN. NOTE" 4" WIDTH CONTINUOUS SCREENED SOFFIT VENTING IS PROVIDED FIRST IIF,IIL OR ATTIC VENT CALCS. II I I:I� 40.9 /-44.5 36.4 /-4w.1 35�?9.1 OHIDDEN REAR ELEVATION SCALE: 1/4 0'-0" 0 1 40.0 /-43.1 CRICKET O A8 III 11I.Lur 40.0 /-44.3 O B3 a s 1 ry RI V EJlI,BE D t III LOT 20 PROJECT# mk EL 22'-a" TOP OF 03303.020 TRUSS HEEL MODEIL: - L. 21'-8" TOP OF Ft3IR1ELV BOND 5EX 0511 J EL. 12'-4" TOP OF FLOOR TRUSS i EL. 10'-S" TOP OF ' 50ND SEAM f I r ARCHITECT: STATE OF FLORIDA I r, _EL. 0'-0F ` ,I FLR. SLAB \ J EL. -0'-5" w A ANTWELL FIN, CiRADE R NO 120`l9', a`r NT TE: 05/18/15 SCALE: AS NOTED SHEEt NO: A3B A R C 11 NOTES: DETAILS INSTALLED PER MANUFACUTURE'S RECOMMENDATION. DETAILS SHALL HAVE TRADITIONAL LOOK 4 SMOOTH FINISH U.C.N, DETAILS TO 5E F RECAST OR FOAM/EF5. SHUTTERS TO 5E FODUDER COATED ALUMINUM OR FOAM/EFS. L j i ELEVATION PROFILE DET � �//[�\�\\\\\\\ � �IIIIIIIIIT I II L y1 I L SCALE: 3/4"! = 11-01' �r 3- 4' =1N 111 VI io 111111 DETAIL 5 10 \ / E32 011 PROFILE FROFILE'1 (N)DETAIL VDETAIL (ODETAIL SCALE: 3/411 - 11-0" SCALE: 3/4"'I = 11-011 SCALE: 3/4" 1 -0 11 VENT \ SCREEN 1011 R 74 I Q9 \ R=T411/ 2211 1 / M 1 11 c• q. � 1iL 2>L \71 11 2 Q "=<:�VARIES PROFILE ELEVATION ELEVATION FROFILE _ PDETAIL III IE TI AIII IIL "DETAIL ' SCALE: 3/411 = 11-011 SCALE: 3/4 1 -0 SCALE. 3/4 = I'-0" _ I ' VARI�94 \ [111111VIIAl ll.------YZZZAv111jlA 0000000O�LoB0 ��000O00O0 AB0O0000��� oBoBoBoBoo � N SCALE: 3/411 = 11-01, �r N v <r @NOT USED SCALE: 3/4" = P — O " 1 in �r -r I'—O" IDETI AIL SCALE: 3/4" = 11_011 @DIETAIL SCALE: 3/4" = II-OII I m N ODETAIL SCALE: 3/411 = I'-O" r—II2'I 311 r� 31 311 l'-IIIII iv 2 211 II V�II 21I 21-021' \ 1 DETAIL cQ SCALE: 3/4" = 11-011 Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING 7BY: �j A.B. DESIGN GROUP DRAFTING INC 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 954 708-2468 FAX rA G=7 x u b Z bc b. RIVERBEND ly LOT 20 PROJECT# 03303.020 MODEL: FAIRFI]ELD 0511 ELEV. B GARAGE SWING: RIGHT PAGE: DETAILS ]E ]LE VAT I O ]\T 99B99 k v ,{ARCHITECT: STAVE OF FLORIDA ` w IES CANTWELL NT 05/18/15 TE: SCALE: AS NOTED'. ,SHEET NO: A i >, CM I T E C TS 1 2X4.®' 2X4:® I SECURE TO BLOCK W/ 3/6' 2X4:cgi SECURE TO BLOCK W//4" I TAPCONS OR DRIVE PIN SECURE TO BLOCK W/ 3116 7APCON5 OR DRIVE PIN Design (MIN. SHANK SIZE .145 TAPCON5 OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 Group Inc. MIN. EMBEDMENT 1 Y4") MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 Ya) NOTE: STRUCTURAL 2X 1441 N. R NALD REAGAN BLVD. all GMU 8" OF EACH END MIN: EMBEDMENT I Y4°) THIN a" OF EACH END 4 LONGWOOD, FL32750 " DRYWALL 18 O.0 MUSNOTT BE ON OURTSIDEX$ WITHIN 8" OF EACH END USNOTE BE ON OUTSIDE la SECURED HR UGIDE $ 407-774-6078 WITHIN MAX SPACING! 8" O.G. MAX SPACING. FAX.'407-7744078 ?, 18 O.G. MAX SPAGINCz. 2Xo:® NON-STRUCTURAL 36" SECURED THROUGH SECURED THROUGH TAPCON P'IIN. Y4" www.abdesigngroup.com SECURE TO BLOCK W/2-31 L 3/f6 SECURE TO BLOCK W/I-I/4" gngroup.com X4 OR I"X2' P.T. NAILER 2XG�:�, 2X6� (//Ix.4 P.T. OR /4 X4 MIN. E NON-STRUCTURAL /6' 3 NON-STRUGTURA AA#:0003 5 SECURE THRU FRAME a TAPCONS OR DRIVE PIN TAPCON MIN. 1-Ya" TAPCON MIN. l-Y4"EMBEDMENT INTO BLOCK.3�SECURE TO BLOCK W/2-/16" TAPGONS OR DRIVE PIN : _ EXTEND I Ya" INTO BLOCK (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. TAPCON5 OR DRIVE PIN EMBEDMENT INTO BLOCK. (MIN. SHANK SIZE 145 W1 3/6" TAPCONS OR DRIVE MIN. HEAD SIZE .300 8 CMU S" GMU MIN. EMBEDMENT I Y4") 8" GMU MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DRAFTIllG BY: PIN MIN EMBEDMENT Ya") MIN. NEAP SIZE .300 A.B. DESIGN GROUP MIN. SHANK SIZE .145 WITHIN Yz" DRYWALL MIN. EMBEDMENT 1 /4") THIN 8" OF EACH END & /" DRYWALL 8 OF EACH END $ Yz' DRYWALL WI DR�IFTFI�G INC. 1 � F I 18 O.C' MAX SPACING- X4 OR I'X2 P.T. NAILER WITHIN 8' OF EACH END a 8' O.G. MAX SPACING. MIN. HEAD SIZE .300 I"X4 OR 1"X2" P.T. NAILER ❑ �3 1191 EAST NEWFORT MIN. EMBEDMENTI-Y4" 2X8: 3 ❑ �8 O.C.MAX SPACING. ❑ SECURE TO BLOCK 1/1-1/4" �6 O.S.B1 X2" MT. NAILER CENTERiDFiIVE,SUITE '207 WITHIN 8" OF EACH END 2X8.® SECURE TO BLOCK W/2- 16 �6 O.S.B. X 4 MIN: SECURE TO BLOCK W/2-3/6" X4 OR P DEERFIELp BEACH, FL 33442 18" O-C. MAX SPACING TAPCONS OR DRIVE PIN TAPGONS OR DRIVE PIN MIN. SHANK SIZE .145 DOOR CA51NG TAPCONS OR DRIVE PINSHAN< SIZE(954 2-0957O�F E DOOR CASINGAX (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR CASING MIN. HEAD SIZE .300 DOOR JAMB OR WINDOW MIN. HEAD SIZE .300 P>I DOOR JAMB OR` WINDOW MIN. EMBEDMENT i %4") ATTAGN TO 2X PER DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4 J DOOR JAMB OR WINDOW ATTACH TO 2X PER WITHIN 8" OF EACH END MIN. EMBEDMENT l /4") WITHIN 8 OF EACH END $ ;I MANUFACTURER'S DETAILS, MANUFACTURERS DETAILS. WITHIN 8" OF EACH END d ATTACH TO 2X PER ATTAGN TO 2X PER 18' O.C. MAX SPACING. MANUFACTURER'S pETAILS. S O.G. MAX SPACING. o 18" O.G. MAX SPACING. MANUFACTURER'S DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya") (DO NOTE GEED Ya") NOTE: SHIM AS NEEDED TO PLUMB JAMS NOTE: SHIM AS NEEDED TO PLUMB JAMB � DO NOT EXCEED Ya") (DO NOT EXCEED Y4") q DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JA B TO BLOCK +1 15/16" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK H3-7 1(i" WINDOW TO BLOCK +3 4 OR +5 4 WIIN TO BLOCK +1 15 16 WINDOW TO BLOCK +3" G WINDOW TO BLOCK +3-7 16 iI C E SCALE. 3/8' -0' SCALE. 3/8' I -0 �11A SCALE: 3/8"=1'-0" SCALE 3/ =1'-0 { i q ® t' kI, SECURE TO BLOCK W/ 3/f6' SECURE TO BLOCK W/Y " 2X4.® 2X4.® TAPCONS OR DRIVE PIN E RE 4 t��- IL SECURE TO BLOCK W/ 3/6" SECURE TO BLOCK W/ 3� " TAPGONS OR DRIVE PIN r4 7APGONS OR DRIVE PIN 7APCON5 OR DRIVE PIN MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 a U MIN. EMBEDMENT 1 /" F<; (MIN. SHANK SIZE .145 i MIN. HEAD SIZE .300 (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 - MIN. EMBEDMENT I Ya') WITHIN 8" OF EACH END NOTE: STRUCTURAL 2X MIN. EMBEDMENT 1 Y4ND 8 NOTE: STRUCTURAL 2X o MIN. EMBEDMENT I Y4")MAXSPACING. MUST BE ON OUTSIDE B WITHIN 8" OF EACH E x WITHIN 8" OF EACH END s WITHIN' 8 OF EACH END NOTE: STRUCTURAL 2X 8 O.G. MA P MU5T BE ON OUTSIDE'S a Q 8" O.G. MAX SPACING: 8" O.C. MAX SPACING;. MUST BE ON OUTSIDE 2Xo:® SECURED THROUGH 8" OG MAX SPAGINC. r 2XC�.® SECURE TO BLOCK W/2-3f6" NON-STRUCTURAL 3/6" 2X6.® SECURED THROUGH SECURED THROUGiL SECURE TO BLOCK W/1-1/4' NON-STRUCTURAL 3/6" SECURE ECSECURE TO BLOCK W/2- TAPCONS OR DRIVE PIN TAPCON MIN. 1-Y4 SEGURE,TO BLOCK W/2-36° �6" NON-STRUCTURAL 36' TAPGON MIN. 1 Y4 Q o GI TAPCONS OR DRIVE-PlN TAPCON MIN. I-Ya" (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. T 1N-5HA OR DRIVE PIN TAPCON5 OR DRIVE PIN EMBEDMENT INTO BLOCK. r, Q 8 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN: HEAD SIZE .300 (MIN• SHANK SIZE ':I45 r r.l MIN. SHANK SIZE .14 MIN. HEAD 'SIZE .300 yam. Z c * MIN. HEAD SIZE 300 WITHIN M8 OF EACH 8 8° Gl`1U allr' MIN. HEAD SIZE .3001 1 MENT I Y") CMU H" MIN E. BED a WITHIN 8" OF EAEH,END 8 r4 i MIN. EMBEDMENT I Ya') R I'X2' MIN. EMBEDMENT Y4) a WITHIN 8 OF EACHEND1 CMU 18 O.G. MAX SPACING. yzXD�OYWALL P.T. NAILER ^i'All � � WITHIN 8 OF EACH END 8 ❑ II 2X5: 8" O.G. MAX SPACING. ❑ X4 OR 1-X2 P.T. NAIL 8 GMU DRYWALL 18 O.C. MAX SPACING: IS' MAXO.�`"SPACING:' 3 2NDX SECURE TO F{ i= z DRYWALL r RYWALL X4 OR I X2 P.T. NAILER SECURE TO BLOCK W/2- 1o" 2X8:® �' D" "X2"F.T.ILER 2X8:® CA TAPGONS OR DRIVE PIN STRUCTURAL MEMBER SECURE TO BLOCK W/I-I/4" 1 P.T. X 4 MIN. :. X4 OR I P DOOR &ING 2X8. ® SECURE t0 BLOCK UJ/2 - /6 3 DOOR CASING (MIN: SHANK SIZE .145 W/(231�d WITHIN 8" OF EACH TAPCONS OR DRIVE P'W DOOR CASINGS s 'I J SECURE TO BLOCK W/2- 6 TAPGONS OR DRIVE PI END 4 8" TO 8 O.C. MAX �- T,I) OR DRIVE PIN(MIN. SHANK SIZE :145 MIN. HEAD SIZE .300 fMIN. SHANK SIZE .145 MIN. SHANK SIZE .145 IN. D A SIZE :300 POOR JA WIN OW MIN. EMBEDMENT 1 Y4') DOd CASING MIN. HEAD SIZE .300 A SIZE .300 DOOR JAMB OR WINDOW M E D �B OR D WITHIN S" OF EACH END DOd JAMB OR WINDOW MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW ` MIN. HEAD 1 18" O.G. MAX SPACING. ATTsC � H TO 2X PER I1EMBEDMENT I Y'9 -ATTAGN TO 2X PER MIN. EMBEDMENT 1 /a") ATTACH TO 2X PER MIN. 4 MANUFACTURER'S i`JETAILS. MANUFAC URER& DETAILS. STOG MAX SPACING. � MAN AGTURER'S DETAILS. `? � WITHIN a" OF EACH ENDNUFACTI�RERS DETAILS. 18° O.C. MAX sPAGING. 18 0.�. MAX>�Ax sPAcwG. i� 1�I�EREEN� WITHIN 8 OF EACH END ,a LOT 20 NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SHIM 45 NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXGE=D Ya ) PROJECT# DOOR JAMB TO BLOCK +3" DOOR ,JAMB TO BLOCK 3/4" 03303.020 I DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK +2 1/4" WINDOW TO BLOCK +3 3 4 011 B SCALE D3OW TO BLOCK +1-1 2 D SCALEN 8W-ITOOBLOCK +2 1, 4 F SCALE:I3 80W BLOCK +3 H SCALE: 3/8°=1 -0' MODEL: TU _FAIRFIE]LD II - --__-- 6511 I R ELEV. B GARAGE SWING: RIGHT PAGE: DOORWINDOW ATTACHMENTS S DETAILS F x r7 ARCFNTECT: ," STATE OF FLORIDA �I J ES CANTWELL O1079 wi , �IdPRINT 05 18/15 DATE: SCALE: AS NOTED' CJ0SHEET NO: L. U. ROOF SHEATHING: ( SEE ROOF''SHEA7HINC: (SEE STRUGT. 61 STRUGT, DWGS. FOR PLYWOOD DWGS.. FOR PLYWOOD SHEATHING, SHEATHING, NAIL SPACING; AND CEMENTITiOU5 TILE OVER *90 NAILING; SPACING: AND TYPE): 1a TYPE). FELT TO CONFORM W/ ASTM D 226, 2x4 INSULATION 57OP BETWEEN f EMBED. STRAP (SEE STRUGT TYPE *I OR ASTM D 48&9; TYPE *1 EACH;TRUSS,WITH I" MIN SPACE FOR TYPE, SIZE, * OF NAILS 4 STANDARDS BETWEEN INSULATION AND ROOF �ri, DETAILSJ. IX2 P.T. FIRE-ST SHEATHING 2x4 INSULATION STOP BETWEEN EACH TRUSS WITH I" MIN SPACE R-30 5LOWN-IN EMBED. STRAP (SEE STRUGT FOR f BETWEEN INSULATION AND ROOF INSULATION TYPE; SIZE, * OF NAILS B DETAILS). SHEATHING; PRE-ENG WD- TRUSS 24" O.G. MAX. 1/2" LIGHT WEIGHT PRE-ENG WP,. TRUSS 24" O.C. MAX. RIGID DRYWALL. ` 2 CEMENT MORTAR TO IF COMPLETELYSEAL EAVE 1ST, FLR. BRG. HGT AT BARREL TILE ONLY SEE ELEVATIONS CEMENT MORTAR TO COMPLETELY SEAL EAvE A7 BARREL TILE ONLY GALV. METAL DRIP EDGE BOND BEAM (SEE STRUGT. DWGS FOR SIZE AND REINF.) GALV. METAL DRIP EDGE 2x8 PRE -PRIMED 5PRUC 5EE 8'-O` WDW HD. HILT. SEE ELEv. , FASCIA ELEv. Ix2 P.T. (SEE STRUGT. FOR SIZE, PRECAST LINTEL (SEE MRTCR���� OF STRUGT. DWGS. FOR SIZE 2x8 PPE PRIMED SPRUCE k, TRUSS TAILS (ELEVATIONS A 4 G) I I AND REINF.) FASCIA (SEE STRUGT. FOR SIZE, NOT LE55 THAN 1/2" TOTAL R-4,1 FOIL INSULATION MATERIAL AND ATTACHMENT) THICKNESS OVER FELT M7L. LATH. LAPPED NOT LESS THAN 1" 4 FAST WINDOW ATTACHMENT 46 STUCCO SOFFIT ON LEVEL TRUSS M! U / 3/8" NEAP GALV. NAILS (2 PER PER MANUFACTURER'S RETURN e (ELEVATION B) NOT LESS TRUSS MIN.) PROVIDE CONT. 4" b SPEGIFICATIONS THAN I/2" TOTAL THICKNESS OVER FELT WIDE SCREENED VENTS W/ WIRE MTL. LATH. LAPPED NOT LESS THAN 1" 4 MESH CORROSION RESISTANT 1/0" a IX2 PT. FIRE-5 FAST W/ 3/8"HEAD G,4LV. NAILS (2 PER ' MAX OPNG. THROUGHOUT ALL all GMU (SEE STRUGT DWGS. TRUSS MIN.) PROVIDE CONT. 4" WIDE ELEVATIONS. ,45 PER FBC R8O6. FOR VERT. AND HORIZ. REINF.) SCREENED VENTS W/ WIRE MESH CORROSION RESISTANT 1/5" MAX OPNG: (SEE ROOF PLAN FOR VENTILATION REQ. 4 CALCSJ Ix2 P.T. FURRING THROUGHOUT ALL ELEVATIONS. 45 PER STRIPS �i) 24' O.G. FBG RSo6. (SEE ROOF PLAN FOR FORMED AN]--) POURED w VENTILATION REQ. 4 CALCSJ CONCRETE SILL (SEE STRUGT. N 1/2" GYP. WL. BD. N DWG5. FOR RE INFJ wN w Ll U WOOD BASE �� z THIGK,3 GOAT CEMENT 5/8" THICK, 3 GOAT CEMENT z Q — w Lu (K ro PLASTER APPLIED DIRECTLY PLASTER APPLIED DIRECTLY O'-O" FIN. FLR. TO MASONRY OR STONE VENEER Y TO MASONROR STONE VENEER n (3 ATTACHED' PER 1'1ANUF. RECOMMEND. ATTACHED PER MANUF. RECOMMEND"+ a o FINISH GRADE a a MONOLITHIC CONC.POOTING p FINISH GRADE a (SEE STRUGT. PLANS FOR o a SIZE AND REINFJ NOTE: PROVIDE TERMITE BELOW SLAB p - TREATMENT BELOW SLAB ' VAPOR BARRIER I I - S ECN SCALE: 3/4" m I' -o" j METAL STUDS F 1/2" DRYWALL ALUMINUM FRAME SEGURE FRAME TO SEE WINDOW 511LL WITH SILICONE" 3" DIA. PIPE SCHEDULE FOR WINDOW TYPE pjT WOOD BLOCKING -------- SOLID SURFACING FORMED AND POURED BASE BOARD -------- ---------- MATERIAL SET iN FULL CONCRETE SILL (SEE BED OF CONSTRUCTION STRUCT. DWra5. FOR ADHESIVE _ REINF ) DRYER VENT, p BOX a < — CONCRETE COVERED SEALANT ea a a,. I FOAM WHEN OCCURS z FLOOR PERIMETER (TYPJ ° > FINISH a FORMED AND POURED w ° a CONCRETE SILL (SEE } 1/2 IN, GYPSUM STRUGT. DWGS. FOR a (] GONG. SLAB WALLBOARD DETAIL.) 5/5" THICK, 3 OOAT CEMENT PLASTER IX2 P.T. FURRING APPLIED DIRECTLY STRIPS e 16" 0.0. TO M46ONRY C — •:.:.....; .,... :. S" GMU (SEE STRUGT :....: DUGS. FOR REINFJ a a a a a a 4 SECTION ELEVATION S.H. INDOW SILL AT EXTERIOR WALL DRYER VENT BOX TYPICAL DETAIL , SCALE: 1 1/2"=1'-0" k{ a� F iu►esign or 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesi gngrou p.com AA *: 3 5 DRAFTIMG BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEW PORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442' (954)482-0957 OFFICE 954 708-2468 FAX 0 h a q a q w Fy U � C< Q �i a J z'+ III" � )T ��1 I -��11 ��flpp\7 ��� \) RI Y ERBEJLdD GONT, METAL TRACKS, PRE FAB TRUSS LOT 20 TOP 4 BOTTOM p PROIJECT# BRG. HGT. 0�303.020 SEE FLOOR PLAN MODEL: 1/2" CLG. BOARD 1/2 DRYWALL METAL STU1)5 24 O.C: W/ FULL---\ LENGTH LAYER OF 1/2" TYPE GYPSUM WALLBOARD ATTACHED TO EACH SIDE s 12" O.G. GONC.SLAB O'-O FIN. FLR. a a a TYP. INT. WALL (METAL STUDS ICON-BR,G. SCALE: 3/4" =1' -0" AIRFIEEL) 6511 ELEV. B i GARAGE SWING: i RIGHT 3" STEEL PAGE: -- PIPE (5EE STRUGT. MONOLITHIC WALL SECTIONS I & MIIS C 1/4xc5X& 57EEL 11 D]CAILS P LA7E (SEE a 57fRUC7. DWr-36.i ARCHITECT: STATE OF FLORIDA', rt .;a 4" �„ 4^ i� J MES -CAN 1 AR NO-W79 A ET 05/18/ 15 r BOEI ARD DET A k SCALE: AS NOTED SCALE: 3/4 I'-i" SHEET NO: ,p D 2 A CEMENTITi0U5 TILE OVER #9(d FELT TO CONFORM W/ ASTM D 22(o, TYPE #I OR ASTM D 48%9, TYPE #I STANDARDS OR NON-STRUCTURAL METAL ROOFING OVER #30 FELT TO CONFORM W/ ASTM ROOF SHEATHING (SEE CEMENTITiOUS TILE OVER *9O FELT D 22&, TYPE #2 STRUCT. DWGS FOR PLYWOOD TO CONFORM W/ ASTM D 226; TYPE *'ISHEATHING, NAIL SPACING OR ASTM D 4069, TYPE #1 STANDARDS AND TYPE), OR 2x4 INSULATION STOP BETWEEN NON-S',TRUCTUR,4L METAL ROOFING~ EACH TRUSS WITH 1" MIN SPACE OVER'#30 FELT TO CONFORM W/ ASTM p BETWEEN INSULATION AND ROOF EMBED. STRAP (SEE 226, TYPE #2 SHEATHING STRUCT FOR TYPE, SIZE; # OF NAILS 4 DETAILS). PRE-ENG WD. TRUSS 24" O.C. 3 PRE-ENG MAX. WOOD � 2' CEMENT MORTAR TO ? TRUSS 24" O:C, MAX. CEMENT MORTAR TO COMPLETELY SEAL EAVE O 2ND FLR. BRG. HGT COMPLETELY SEAL EAVE SEE ELEVATIONS SEE ENERGY CODE FORMS pit GALV. MTAL a FOR INSULATION R-VALUES. E�GALV. METAL DRIP EDGE DRIP EDGE R-30 BLOWN -IN lx2 P.T. ° SEE INSULATION' lx2 P.T. 5EE PRE -PRIMED SFRUC ASCIA ELEV. 1/2" LIGHT WEIGHT ELEv. PRE -PRIMED SPRUCE FASCIA SEE STRUCT. FOR SIZE, RIG:tp DRYWALL. (SEE STRUCT FOR SIZE, MATERIAL AND ATTACHMENT) IX2 P.T. FIRE' -STOP f MATERIAL AND ATTACHMENT) BOND BEAM (SEE STRUCT STUCCO SOFFIT ON LEVEL STUCCO SOFFIT DWGS FOR SIZE AND REINFJ TRUSS RETURN -2 (ELEVATION UNDERSIDE OF TRUSS TAILS B) NOT LESS THAN TOTAL (ELEVATIONS A 4 G) NOT R-4.1 FOIL INSULATIONM TIHICKNESS OVER FELT MTL: IX2 P.T. FIRE -STOP LATH. LAPPED NOT LESS LESS THAN 1/2' TOTAL THICKNESS OVER FELT MTL. THAN 1" 4 FAST WI 3/8" HEAD LATH. LAPPED NOT LESS PREGAST LINTEL (SEE STRUCT. GALV. NAILS (2 PER TRUSS THAN 1" 4 FAST W/ 3/8" HEAD DWGS. FOR SIZE AND REINFJ MIND PROVIDE GONT. 4" WIDE GALV. NAILS (2 PER TRUSS WINDOW ATTACHMENT AS SCREENED VENTS W/ WIRE MIN.) PROVIDE CONT. 4" PER MANUFACTURER'S MESH CORROSION RESISTANT WIDE' SCREENED VENTS W/ SPECIFICATIONS 1/S" MAX OPNGx. THROUGHOUT WIRE MESH CORROSION ALL ELEvATIONB. AS PER RESISTANT 1/0" MAX OPNG. FORMED AND POURED FBC R806. (SEE ROOF PLAN THROUGHOUT ALL CONCRETE SILL (SEE STRUCT. FOR VENTILATION REQ. 4 ELEVATIONS: AS PER FBC DWGS. FOR REINF.) GALGS,) R8O6. (SEE ROOF PLAN 5/8" THICK, 3 COAT CEMENT FOR VENTILATION REQ. 4 10d NAILS 4" O/C PLASTEI@ APPLIED DIRECTLY TO MASONRY OR STONE CALCS.J 2X4 BL<G W/ 4,X3-1/2" VENEER TAPCON 14 8" O.G. ATTACKED PER MANUF, 3„ REGOMP°�END. a GYPCRETE TOPPING 5/8" THICK, 3 COAT CEMENT PLYWOOD SHEATHING OR 2" ° USP LPTA W/ NOT LESS THAN (0) PLASTER APPLIED DIRECTLY EDGE GOLD PANEL (SEE 106 X1 J" GAVL, COMMON NAILS TO MASONRY OR STONE VENEER STRUCT. DWGS. FOR WRAP HEEL OF TRUSS W/30" ATTACHED PER MANUF. RECOMMEND. ATTACHMENT s ROOFING FELT AND NAILING SCNEDJ LEDGER (SEE STRUCT. DWGS. TOP OF 2ND FLOOR TRUSS FOR ATTACHMENT) BOND AMI (SEE STRUCT DWGS, SEE ELEVATIONS FOR ATTACHMENT) BOND BEAM (SEE STRUCT. CEILING HEIGHT DWGS FOR SIZE AND REINFJ E ELEVATIONS 5/S GYPSUM BOARDOR BOND BEAM (SEE STRUCT: 1/2 HIGH STR?`NGTH GLG. DWI FOR SIZE AND REINF.) # BOARD' S-O WDW Np. NGT. IX2 P.T. FIRE-S IX2 P.T, FIRE -STOP R-4.I FOIL INSULATION �< PREGAST LINTEL (SEE eTRUGT DWGS, FOR SIZE AND REINF) WINDOW ATTACHMENT AS PER MANUFACTURER'S SPECIFICATIONS 5/8 THICK, 3 COAT GEI"IENT 5/0" THICK, 3 GOAT CEMENT PLASTER APPLIED DIRECTLY IX2 P.T. FIRE-S PLASTER APPLIED TO MASONRY OR STONE VENEER DIRECTLY ATTACHED PER MANUR RECOMMEND. a FORMED AND POURED TO MASONRY OR STONE CONCRETE SILL W/ l2J#5 CONT. VENEER ATTACHED PER ` MANUF: RECOMMEND. lx2 P.T. FURRING ��TRIPS Q 24" � O.G. 8" GMU (SEE STRUCT DWGS, FOR VERT. AND 1-10RIZ. REINFJ w 1/2' GYP. WL. BD, w a WOOD SASE p (x w " O (Y O 0'-01 STUCCO STOP OL ` FIN. FLR. ` a a a ° a GRAD a ° RADE ° MONOLITHIC GONG. FOOTING ° . a ° a (SEE STRUCT`PLAN5 FOR SIZE ° ° .4 AND IRE 4° a ° ° NOTE: PROVIDE TERMITE BELOW SLAB v4POR TRE,4TMENT BELOW SLAB BARRIER IIE137LOCK IWIVALL SECTION (D�-STOIRIY OF %XI'VNFJ Inc. 1441 N. RONALD REAGAN Bi LONIGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFItI D BEACH, FL 33442 (954)482-0957 OFFICE 954 708-2468 FAX of RIVEB,BEND LOT 20 PROJECT# W303. 020 MODEL: F'AIRF'IELD 6511 ELEV. B GARAGE SWING: RIGHT PAGE: MO'NO]LI'THIG 2 STORY T�,WALL ��77 S,ECTIOJl�1S yr ARCHITECT: STATE OF FLORIDA H i J IVIES CANTWELL. AR NO 12079 RINT 05/18/15 DATE: SCALE: AS NOTED SHEET NO: D 3 A R C M IT E C TS' Frill illoil i. 11. A � All „ RAIL 012 X 2 WD. SCREWS WALL SPACER STUDS S " O.G. AZ Q 2x4 STUDS la =ro 2x5 BLKG. b BY BUILDER 2x8 51-<G w/ 3 m 1 1/2" DRYWALL 2d NAILS EA. END WALLMOUNT RAIL BLOCKING DETAIL PRODUCTION RAILING SYSTEM RAILING SYSTEM TO COMPLY WITH THE FLORIDA BUILDING CODE RESIDENTIAL - 2010 - IN ACCORDANCE WITH SECTION - R312 MAX RADIUS AT NOSING 3/4"-1 1/4" DETAIL B-1 TREAD NOSING NO TE: • STAIRS RISERS TO CONFORM TO FBG 2010 3/16" MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/0" MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CRO55 SECTION DIA. TO BE I 3/4" +-1/4" OR FROVIpE EQUIVALENT GRASFABILITY WINDERS- MIN. &" WIDE tD NARROW END MIN. 11" WIDTH a 12" PROM NARROW END 34"H. MIN. TO 38"H. MAX_ HANDRAIL HGT. • SEE STAIR MANUFACTURER'S SHOF DRAWINGS FOR MORE INFO AND EXACT DETAILING • THIS RAILING SYSTEM 15 DESIGN TO RESIST A LOAD OF 50 FLF FOR A CONCENTRATED LOAD OF 200 FOUNDS 4FFLIEZ) IN ANY DIRECTION AT THE TOF OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES, FBC-SECTION R44031.3-&J 2010 ED. 2 1/2" X 1 3/8" BALUSTER ATTACHED USING (3) #10 X 3 1/2" SCREWS 42" HIGH RAIL 13/a" x 5 1/4" RAIL BALUSTERS 5F4CED TO REJECT A 4" SFHERE PICKET FASCIA 1 1/4" X 1 1/4" BALUSTER ATTACHED TRIM TO FASCIA AND RAILING USING A TITEBOND WOOD GLUE OR EOUI'v. TREAD AND NAILED W/(2) - 2" ICoS NAILS TOP AND BOTTOM. I/l�o X 9" FASCIA ATTACHED STAIR USING 010 X 1 3/4" SCREWS STRINGER DRYWALL Design Groupinc. a 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA :0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFriNG INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442'' (954)482-0951 OFFICE 954 08-2 8:FAX 0 E~ 4 C3 q a h q v] ' W 0 x _ate Z c u RIVERB END V LOT 20 W P) PROTECT# 03303.020 MODEL: FAIRFIEL 6511 I L]E V. B GARAGE SWING: RIGHT PAGE: STAIR SECTION & DETAILS, =r ARCHITECT " a.TATE OE FLORdDA I' I J ES CANTWELL AR NO 12079 rNT 05/18/15 ke YEET f-ATE: ALE: AS NOTED �sI NO: D 4 LECTlC,41_ LEWD Sl P'IPOL DEFINITION N07E5 EQUIPEDWITH GROUND 125v OUTLET FAULT INTERUPTER /20 AMP (TAMPER RESISTANT TYPE) EQUIPED WITH GROUND FAULT INTERUPTER T IlOV OUTLET (TAMPER RESISTANT TYPE) EQUIPED WITH GROUND IlOV OUTLET FAULT INTERUPTER 1/2 OF OUTLET (TAMPER RESISTANT WIRED TO. SWITCH TYPE) EQUIPED WITH GROUND f� FAULT INTERUPTER (I I\I Ilmv OUTLET (TAMPER RESISTANT W TYPE) 220v OUTLET 4 WIRE CONNECTION EXTERIOR WATERPROOF OUTLET GROUND FAULT WPI W/ PLASTIC INTERRUPTER BUBBLE COWER SWITCH SWITCH 3-WAY OPER. Clm. SWITCH 4-WAY OPER. ^WWI l 1 WALL MOUNTED LIGHT CEILING LIGHT OO VP VAPOR PROOF LIGHT OO RECESSED CAN VENT. FAN CFG2. . PER SFT. I CFM PER VENT. FAN W/LIGHT 50. FT, 2' LIGHT STRIP 4'LIGHTSTRIP 2' RECESSED 2-BULE,. WRAP FLUORESCENT LIGHT AROUND PANEL METER BATT. BACK-UF SD SMOKE DETECTOR W/ HARDWIRE INTERCONNECTED BATT. BACK UP W/ SD/co HARDWIRE INTER- CARBON MONOXIDE/ CONNECTED SHALL SMOKE DETECTOR COMBO BE A DISTANCE:. OF NOT LESS THEN 4" FROM WALL 1 1 .TELEPHONE JACK WATER HEAT. W/H DISCONNECT A/C AIR. COND. DISCONNECT iV TELEVISION JACK Q5' A.F.F. CEILING BOX REQ. TO BE SUPPORTED IN OJ J-BOX ACCORDANCE W/ BOX MARKED AS SUCH v j FOR INSPECTION CEILING BOX REO.TO PROVIDE FAN BOX BE SUPPORTED IN W/ 3-WIRE FOR ACCORDANCE W/ BOX a OPTIONAL FAN MARKED AS SUCH it y FOR INSPECTION II, KP PREWIRE .FOR .ALARM SYSTEM H❑� PE PUSH- BUTTON FOR CHIMES E a EXTERIOR WALL IRRIGATION. TIMER AND MOUNTED WEATHER. IRR CONTROL BOX PROOFLOW VOLTAGE BOX EXTERIOR WALL' H ?. `�,jj O THERMOSTAT MOUNTED WEATHER PROOF LOU) P 9 VOLTAGE BOX EXTERIOR WALL PHONEE/ DATA MOUNTED WEATHER P� -,. VOLTAGE BOX 1, CHIME fl CHIME, VERIFY MOUNTED HEIGHT IN FIELD FLOOD LIGHT {.. PENDANT LIGHT ---� OVER CABINET LIGHTING SURROUND SS SOUND DROP COORDINATE SPEAKERS INSTALLATION W/ MANUFACTURER WALL MOUNTED COORDINATE SPEAKERS INSTALLATION W/ INSTALLATION a t! WALL MOUNTED TV COORDINATE 1 ❑ PRE -WIRE INSTALLATION.W/ MANUFACTURE COORDINATE UNDER CABINET INSTALLATION W/ IFl LIGHTING MANUFACTURER'S 5/a11 d (3) * 1/0 7HHN/7HIUN COPPER CONDUCTOR$, (1) * 6 71LHN/7HWN COPPER GROUND IN 2"CONDUI7. SO MAIN P NEL "A PANEL 'B P ANEL "A" NEMA 3R COMBO 50 MAIN DISCONNECT 15 AMP 150 AMP PANEL "S" AND 120/240 VOLT 120/240 VOLT METER CAN 42 CIRCUITS 42 CIRCUITS M ' LO MLO CABLE / Tv WEATHER POWER COMPANY 300 PROOF BOX TRANSFORMER AMP_ PHONE /DATA WEATHER PROOF BOX SERVICE BY OTHERS INTERSYSTEM BON ING TERMINAL AT LOW OLTAGE (3) * 2/0 THWN GRADE LINE CONNECTIONS IN 211CONDUIT. PROVIDE *4 TLIH /THWN COPPER CONNECTED TO C ONCRETE ENCASED FOCTER STEEL AND TO COLD WATER =IFE PER NEC 2005 250. NOTE: IF PVC IS SEE) THERE IS NO BOND/CsROUN TO COLD LUATER PIPE. DIA X aFT LONG Ca,4LV. GROUND RbD NOTE: ELECTRICAL MATERIALS AND IN6TALLATION5 SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATI N,4L ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP NEC CODE #D2 HOUSE PLAN: 6511 IMODEL 4158 SQ. FT. GENERAL LIGHTING X 3 VA. PER SQ. FT. 124741, 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3,00 1 LAUNDRY CIRCUIT AT 1,50 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12, 1 WATER HEATER 4,5 1 DISHWASHER 1,2 1 CLOTHES DRYER, 5, 1 DISPOSAL 50 1 MICROWAVE 1,5 1 REF. 1,2 SUBTOTAL OF GENERAL LOAD 4287 FIRST 10 KVA OF GENERAL LOAD AT 100% 10, REMAINDER OF GENERAL LOADAT40% 132874 VA. X 0.4 13149. TOTAL NET GENERAL LOAD }sue, 23,15 4 TON HEAT PUMP #128 AMP X 240 VA 672 10 KW ELECTRIC HEAT AT 65% 65 NETGENERALLOAD 23,15 N ET TOTA L H EAT 1322 � ` TOTAL LOAD 36,37 �" „. `& FUTURE GROWTH 10 % 3636. ' CALCULATED LOAD FOR SERVICE 40,007 VA/ 240 V= 166 AMP 200 AMP SERVICE REQUIRED NOTE: ALL BREAKERS SERVING HABITABLE RECEPTACLESSHALL BE ARC -FAULT TYPE PER NEC 210-12 REQUIREMENTS. NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS: 14,283 VA 3000 VA @ 100%, REMAINDER @ 35% NET LOAD 6,949 VA RANGE: 12,000 @ 70% 8,400 VA DRYER: 5,000 @ 70% 3,500 VA TOTAL 18,849 VA NEUTRALAMPACITY: 18,489/240 = 78 A #2 AL MINIMUM NEUTRAL CONDUCTOR. 30O AMP SERVICE PROVIDED I NOTE: ALL BRANCH CIRCUIY5 IN ALL HA5I74LE ROOMS ARE TO BE PROTECTED BY'A ARC -FAULT INTERRUPTER LISTED 70 PfZOVIDE PROTECTION OF ENTIRE BRANCH CIRC IT I, COVERED CASUAL Aa LANAI DINING A28 — - — —428 AI3 AI3\ q 3 A2 A24 I � 46 WP GFI HGT BATH 2 r, A28�AS MANUR SPEC. A2G 2 FOR HOOD a��l 'I MASTER I, A15 �A15 I^ ``J 426 SUITE' TO LIGHT AlFIXTURS/Ci0 A15 ABO EES 1 GFI - A28 PROVIDE P Id �11 ; AI� A4 7V v r�� \ ,l F I I F J-BOX FOI� � T I I All��.�` ��i DUI:. \�i T1'P. \ O OPT. FAN / Al \\ \ \ A26 I / L — OUTLET AFCI� \ A26 \ 428 f GFI FOR D.W. 4 5I S.D. I DISPOSAL F \ II I GREAT ROOM L KITCHEN 11 A26 Io D1SP SWITCH TV PROVIDE pop INSTALLED lO J-BOX FOR UF A26 INSIDE CAB. OPT. FAN Ala \ 441 II \ 7YP. COOKTOF`1 — —� — — FCI O AI5 FI LIGHT \ W/ MICRO 4 A A�6 BEDROOM 5 L - — — S.D� FIXTURES Al HOOD ABV. A24 �-- — -- — ABOVE \ GFI _ 51 A28 ------ wim A28 \— IAII``�/" A26 CFI — — � All Al --— --- ---- -- 5 u SD/ AI9/_� DBL. ' _ _ GPI 'cc ��Y \�%1g m OVEN ql REF. m---------- --- /i \ L '\�j 144 Al9 A4 (I , AlAI9 -1—I 9. A4 CHIMES A19 A2 WH ,� 0 WALL / \`� PANTY ' \ AI9 MOUNTED \\� AFCI FD IT�I H51 1 A19 * �CO0ND. S.D. 1 3 s I _ _ s � A IPWDR ----- ---' -- A4 VP — A9 PANPANEL VP A4 A400 AI9 , EL I --------------- /�I LAUNCHAF4 g "A" MASTER BATH �� IATI 44"A.F.F. 4 GFI y / P.S. FOR - 11 DINING / I I GARAGE DR. AI9'L �A19l�Jti FOYER II I ROOM oPENR F A29 A4 A4 ) I II \ ! WALL MOUNTED METER GFI LIGHT W/SWITCH IN FIELD — ATTIC — A19 \ VERIFY LOCATION m _ AI9 J {� .\ GARA / W.I.C. �� A4 — -- �6)A2 f _~ 44 { A2T k A9 AS faFI I P.B. OR CLG. HALL CHIMES OUTLET L----- ----� I COVEREDILUP/CFI A2-1 ENTRY I _ A2l 1 All GFI An I I `�J A21 LAUNDRY /' % \ H5 A2-1 BULK ROOM D.42 W GFI A2-1 — — — -- — — — — — — — — -- AI9 A19 AI9 A24 COACH \ / - - i GFI LIGHT �_ �- COACH �- ---- COACH -- H H 44"A.F.F. \ LIGHT LIGHT A21I �I P.B. FOR GARAGE DR, WALL MOUNTED OPENER I '� LIGHT W/SWITCH IN PROVIDED ELECTRIC SMOKE A CARBON MONOXIDE ALARM SHALL ATTIC I DETECTORS WITH BATTFRY BE INSTALLED IN ACCORDANCE BACK - UP IN ALL SLEEPING AREAS AND STAIR LANDING WITH F.A.C. RULE 9B-3.0472 WITHIN ' I WIRED SO THAT THE ACTIVATION TEN FEET OF EACH ROOM USED FOR OF ANY DETECTOR WILL ACTIVATE ALL, SLEEPING PURPOSES. A22 All �1 CLG. I i OUTLET GARAGE i 11L'J L E CTR JI1 u" A L FIRST FLOOR - PLAN I AI9 - ]ELVATI III ON "]B ' COACH LIGHT �4 C M IT EC T S '' Design Group,nc 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX, 407-774-4078 www.abdesigngrOUP.COM AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTM INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE l J iA RIVERBENDfl LOT 20 r PROJECT# s 0a303.020 MODEL FAIRFIELD 6511 ELEV. B GARAGE SWING: RIGHT PAGE: ELECTRICAL FIRST FLOOR P ILAN 0 PRINT 05/18/15 DATE: ScALE: AS NOTED SHEET NO: El L CT�IC,AL LEGE ED SYMBOL 7,EFINITION NOTES EQUIPED WITHGROUND 125V OUTLET FAULT INTERUPTER / 2O AMP (TAMPER RESISTANT TYPE) EQUIPED WITH GROUND FAULT INTERUPTER IIOV OUTLET (TAMPER RESISTANT TYPE) £QUlf-IIAULT WITH GROUND IIBV OUTLET FAULT INTERUPTER 1/2 OF OUTLET (TAM PER RESISTANT WIRED TO SWITCH TYPE) - EQUIPED WITH GROUND III FAULT INTERUPTER /� II(Ov OUTLET (TAMPER RESISTANT �1/ GPI TYPE) II b220v OUTLET 4 WIRE CONNECTION EXTERIOR WATERPROOF OUTLET GROUND FAULT GPI UP W/ PLASTIC INTERRUPTER BUBBLE COVER swirCH Ss 5WITCH 3-W4Y OPER. IS4 SWITCH 4-WAY OPER. WALL MOUNTED LIGHT ( I CEILING LIGHT OO VP VAPOR PROOF LIGHT ORECESSED CAN VENT. FAN I GFM PER SQ. FT. y / (� I VENT. FAN W/LIGHT 1 CFM PER j SQ. FT. 2' LIGHT STRIP 4' LIGHT STRIP 2' RECESSED 2-BULB WRAP FLUORESCENT LIGHT AROUND © PANEL METER +� BATT. BACK-UP SD SMOKE DETECTOR W/ HARDWIRE INTERCONNECTED BATT BACK-UP W/ SDD//CU HARDWIRE INTER - CARBON MONOXIDE/ CONNECTED SHALL SMOKE DETECTOR COMBO BE A DISTANCE OF NOT LESS THEN 4" FROM. WALL TELEPHONE JACK. WATER HEAT. WM DISCONNECT A/G AIR, COND. DISCONNECT 1 I�- 7v TELEvISION JACK c5' A.FF. CEILING BOX REa. TO BE SUPPORTED IN O J-BOX ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQ.TO PROVIDE FAN BOX BE SUPPORTED IN O W/ 3-WIRE FOR ACCORDANCE W/ BOX OPTIONAL FAN MARKED AS SUCH FOR INSPECTION PREWIRE FOR KP ALARM SYSTEM I • PUSH- BUTTON FOR CHIMES EXTERIOR WALL IRRIGATION TIMER AND MOUNTED WEATHER IRR CONTROL BOX PROOF LOW VOLTAGE BOX EXTERIOR WALL O THERMOSTAT MOUPROOF ER LOW VOLTAGE BOX EXTERIOR WALL PHONE / DATA MOUNTED WEATHER BOX VOLTAGEBOX CHIME CHIME, VERIFY MOUNTED HEIGHT IN jj FLOOD LIGHT PENDANT L IGHT a ---� OVER. CABINET LIGHTING II SURROUND SS SOUND DROP COORDINATE SPEAKERS INSTALLATION W/ MANUFACTURER WALL MOUNTED .COORDINATE SPEAKERS INSTALLATIONS W/ MANUFACTURER WALL MOUNTED Tv COORDINATE PRE -WIRE INSTALLATION W/ MANUFACTURER _ UNDER CABINET INCOORDINATE STALLATION W/ LIGHTING MANUFACTURERS A R C H I T E C T S m I=C71CA OTC I. THE ENTIRE INSTALLATION SHALL BE IN AGCOR ANCE WITH THE LATEST' EDITION OF THE NATIONAL ELECTRICAL CODE NEC) AND 1 THE LATEST EDITIONS OF ALL LOCAL CODES, R LES AND ORDINANCES H,4VING JURISDICTION. 2 ALL EQUIPMENT, DEVICES AND ELECTRICAL EOIAIFMENT MUST BE — — — — — — — — — — — — — — - APPROVED 59' UNDERWRITERS LABORATORY (.L.);'OR ANY NATIONAL RECOGNIZED TESTING AGENCY. 3. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS FXFECTED TO FURNISH AND INSTALL ALL ITEM5 FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE. ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER - WORKING ORDER, 4. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT . A21 A21 ADDITIONAL CHARGE AND SHALL INCLUDE RE LACEMENT OR REPAIR OF ANY OTHER PHASE OF THE 'INSTALLATION WHICH MAY HAVE: BEEN DAMAGED THERE BY. I BEDROOM 2 5. ALL REOUIREp INSURANCE SHALL F3E PROVIDED FOR PROTECTION # AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. \ 1 6. A. ALL CONDUCTORS SPROVIDE f413 HALL BE COPPER TYPE THWN EXCEPT AS A21TF J-BOX FOR OTHERWISE NOTED. OPT. FAN B: MINIMUM WIRE SIZE SHALL BE 014 A.W.G. UNLESS OTHERWISE NOTED. 421 \ / OPEN TO BE C. LOAD CENTERS AND PANELBOARDS: • CURRENT CARRYING BUSES SHALL BECOPPER. GROUND BUS BARS \ \ A4 SHALL BE COPPER TYP. I �� • ALL CIRCUIT BREAKERS INSTALLED IN NELSOARDS SHALL BE AFCIO BOLT -ON. SHALL BE PROVIE • ALL CIRCUIT BREAKERS INSTALLED IN LOAD CENTERS J-E30X PLUG-N. A21qp • ALL CIRCUIT BREAKERS SUPPLYING 125 OLT6, SINGLE PHASE, 15 TV OFT. F4 AMPS AND 20 AMPS OUTLETS IN DWELLIN UNIT BEDROOMS SHALL BE \Y ---- ARC--FAULT CIRCUIT INTERRUPTER TYPE. Q • ALL CIRCUIT BREAKERS FEEDING MECILA ICAL EQUIPMENT SHALL BE A21 GFI A13 HAGR TYPE CIRCUIT BREAKERS. • AJ.C. RATINGS SHALL BE 45 INDICATED N PANELBOARD L I — SCHEDULES. A21 BATH 3 \ A25 WIRING METHODS: — — — — — A. SCHEDULE 40 PVC CONDUIT, WITH FITTINGS AND COUPLINGS \ _ A25 425 APPROPRIATE FOR THE USE, SHALL BE I STALLED UNDERGROUND i OR BELOW SLABS ON GRADE. A4 A4� ' —i Ate` B. ELECTRICAL NONMETALLIC TUBING (EMT), WITH FITTINGS AND TYP-1 WALL COUPLINGS APPROPRIATE FOR THE USE 5 ACCEPTABLE FOR USE A23 OAF S.D./GO WITH INTERIOR BRANCH GIRGUIT WIRING CONCEALED IN',WALLS OR A23 J MOUNTED ABOVE SUSPENDED CEILING AND AS APPROVED SY THE AUTHORITY S A25 /G LIGHT HAVING JURISDICTION. W/SWITCH C. TYPE MG (METAL CLAD) GABLE WITH ALUMINUM ARMOR AND A4(d,42 INTERNAL GROUND 15 ACCEPTABLE FOR SE AS GENERAL BRANCH PROVIDE AHu ` IN ATTIC J-BOX FOROPT. FAN ' CIRCUIT WIRING FOR CIRCUITS 20 AMPS R LESS AND CONCEALED IN / / = \ \ WALLS OR ABOVE SUSPENDED CEILING ND AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. %23 --- D.TYPE NM (NONMETALLIC SHEATH) CABLE WITH INTERNAL GROUND IS A23� ACCEPTABLE FOR USE A5 GENERAL BRANCH CIRCUIT WIRING FOR CIRCUITS AND CONCEALED IN WALLS OR ABOVE CEILING AND AS W. APPROVED BY THE AUTHORITY HAVING JUR15DICTION, BEDROOM 4 0. CONTRACTOR SHALL COORDINATE WITH ELE TRICAL, TELEPHONE AND A23 \ GABLE UTILITY COMPANY REPRESENTATIVEjSERVIGE ENTRANCE LOCATION AND ANY OTHER REQUIREMENT, A23 9 5ERVICE: ENTRANCE ELECTRICAL EQUIPMEN SHALL BE AS SPECIFIED ON 423 PLANS. ALL OTHER DEVICES DOWNSTREAM OF MAIN BREAKER TO BE 12K A31 AIC�ATED UNLESS OTHERWISE NOTED. 10 BEFORE ANY EEGTRIGAL EQUIPMENT INSTALLATION, CONTRACTOR SHALL FIELD',- RIFY THE SIZE OF THE FEEDERSAND OVER CURRENT ❑} P,10OTEGN.ON DEVICE WITH MANUFACTURER5 EQUIPMENT SPECIFICATION, 11, PROVIDE DISCONNECT SWITCHES FOR A/C E UIPMENT AND: PUMPS PEi IMANUFACTLIfI RECOMMENDATIONS. I 12. - PROVIDE GROUND FAULT CIRCUIT INTERRUPTER PROTECTION (GFU AS PFR A ' M5, GARAGES, OUTDOOR RtGE1=7AGLES, KITCHENS. ANC) AT ET BARINK ARE, AS APPLICABLE. 431 13. PROVIDE COMBINATION TYPE ARC FAULT P OTEGTION CIRCUIT BREAKEz (AFGU FOR OUTLETS INSTALLED IN ALL DWELLING UNITS ROOMS, EXCEPT _ FOR KITCHENS, BATHROOM, GARAGE, UNFINIS�'1ED 5ASEMENT5 AND ROOMS OR AREAS NOT SPECIFIED IN SECTION 21m-121. PROVIDE DEDICATED NEUTRAL WIRE FOR EACH ARC FAULT CIRGUI r BREAKER. 14. PROVIDE PRE -WIRED TELEPHONE AND CAB E TV OUTLE75 AS SHOWN ON PLAN OR AS IDENTIFIED ON OPTIONS 61HEET5. 15. "SMOKE DETECTORS SHALL HAVE A SELF G NTAINED BATTERY BACK UP ANI CONNECTED TO LIGHTING CIRCUIT AHEAD OF SWITCHES: ALL SMOKE DETECTORS WITHIN THE HOUSE SHALL BE INTERCONNECTED FOIR COVERED 5VMULTANEOUS OPERATION, AND SHALL BE N AN ARG FAULT CIRCUIT BALCONY INTERRUPTESIVGLE STATION SMOKE DETECTORS SHALL BE INSTALLED MIN 3- FROM NY A/C REGISTER, BATHROOMII OR KITCHEN DOORS CONTRACTOR SHALL vERF T' IN FIELD IG. HYDROMASSAGE BATHTUBS SHALL BE INSTALLED AS PER NEC &S0 a. ACCESSIBILITY SHALL BE PROVIDED 45 PER NEC, 650-73 6, ALL METAL PIPE SYSTEM, METAL BARt6 OF ELECTRICAL EQUIPMENT, AND PUMP MOTORS ASSOCIATED WITH THE HYDROWIA5SAGE TUB SHALL BE BONpED TOGETHER USING A COPPER BONDING JUMPER, INSULATED, COVERED OR BARE, NO SMALLER THAN * 8 SOLID AS PER NEC 680-T4 1-1. ELECTRICAL DEVICES SHALL BE MOUNTED AS NOTED BELOW, UNLESS SPECIFICALLY NOTED OTHERWISE: a. GENERAL PURPOSE RECEPTACLES: Im FF TO BOTTOM OF FIXTURE I LIGHT SWITCH: 44' AFF TO BOTTOM OF FIXTURE Ia. LIGHTS LOCATED ABOVE SHOWER OR BATH TUB SHALL BE SUITABLE FOR` C WET LOCATION (SHOWER TRIM). 19- ALL RECEPTACLES SHALL BE TAMPER RES STANCE:. I II I I I II ' I L_---— — — I — — — — — — — — — — — — -- PROVIDED ELECTRIC SMOKE DETECTORS WITH BATTERY BACK • UP IN ALL SLEEPING AREAS AND STAIR LANDING IFRED SO THAT THE ACTIVATION NY DETECTOR WILL ACTIVATE ALL. J11LJ 1 J 11l a C 11L R: u" A 111J SCIEC'OND FLOOR PLAN ELEVATION 9 111_U 9 9 A CARBON MONOXIDE ALARM SHALL BE INSTALLED IN ACCORDANCE WITH FA.C. RULE 9B•3.0472 WITHIN TEN FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. Design Group lnc. 1441 N. RONALD REAGAN E LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 €sue DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1 91 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE (954)708-2468 FAX 0. q a 'T 11 I. — a, l W fa C II r{ r U � la l ;T. 7 k A Pi ^ti•a. ?cErz. ... ! �k. I i n RII V ERBEIV D LOT 20 k9 i ( _PlZ6JECT¢# 03303.020 m0 EL: i3 FAIRFI]E]LD 651I N� ELEV. R �1 GARAGE :SWING: h RIGHT s sGE: N, na ELECTRICAL 'SECOND F]L00 PLAN f ARCHITECT- bi 1FATE OF FLORII =, �xm i I ET 05/18/15 AV SCALE: AS NOTED 46 9 HEFT NO: E 2 ■ HB G4TE VALVE ITYFJ HEAT TRAF ROUTE PIPING TO DRAIN ON GRADE v,4CUUM RELIEF VALVE ,Y EXPANSION TANK TEMP 8 PRESS. RELIEF VALVE- A.S.M.E. ROUTE PIPING FULL SIZE TO DRAIN PAN. IDISGHARGE SHALL BE INSTALLED IN A MANNER', THAT DOES NOT CAUSE FEII. INJURY TO OGGUF,4NTS IN THE IMMEDIATE AREA OR STRUCTURAL DAMAGE Fil SLEEVE AND SEAL DRAIN PIPING-� TO THE BUILDINCz. THRU WALL. PROVIDE MESH TEM . CONTROL VALVE SCREEN ON OUTLET OF FIFE. ' I I I III (TYP.:)- L - - _ - N.T.S. 2" VTR 2, I } � Q 00 GARDF TUB MASTER BATH } 2 ` I Q HT I I I FIRST PLUMBING LEGEND WASTE 4/C LINES FROM UNIT TO CONDENSER WILL EE RUN OVERHEAD DEAN S6"x32" SHUR. H8 COND. P d T RELIEF PIPE TERMINATE (o" ABOVE F.F. Design ,; Group inc 41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH:1407-774-6078 FAX, 407-774-4078 www.at)designgroup.com AA ##: 00033ZS a:R [RAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191',EAST NEWPORT -IENTEFt DRIVE, SUITE 207 ERFIECD BEACH, FL 33442 ITE6 TS 111 N l U EL l LnA"Ai l E ,= -----------=-------- - - - - - - - - - - - - - - - - - I - - - - ----- I II I ----------- I , I I--- ---- -----------------� S COND FLOOR PLUMBING LEGEND DRAINAGE PLAN WASTE A/C LINES FROM UNIT TO CONE)ENSER LUILL BE RUN OVERHEAD Design iV Group inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:1407-774-4078 www.abdesigngroup.com [5j CONDENSING UNIT SCHEDULE ELECTION BASE ON COMPRESSOR DATA FAN MOTOR EFFICIENCY ELECTRICAL DATA NOM TONS MODEL NUMBER RLA LRA H.P. AMPS SEER COP VOLT PHASE MCA MOCP Wi(LB3) DIM NSION (L X W X H) 4.0 CH14NA0480OG 21.8 117.0 114 1.40 14.0 N/A 23011 28.7 50 221 31.3/1 X313/18X3173116 HP-2. 2.5 CH14NA03000G 16.0 77.0. 1/10 0.75 14.0 NIA 23011 20.8 30 172 31 3/ 6 X 31 3/18 X 39 1/8 AIR HANDLING UNIT SCHEDULE SELECTION BASE ON FAN DATA FAN MOTOR CAPACITIES (MBH) STRIP HEATER (AUX) ELECTRICAL DATA :DESIGNATION NON TONS MODEL NUMBER HEATER CFM SUPPLY CFM OA EXTSPIN WG H.P. AMPS COOLING TOTAL COOLING SENS. COOLING LAT. HEATING TOTAL HEN'ING HS F HEATING TOTAL K.W. STEPS VOLT PHASE HTR AMPS' MCA MOCP WT. (LBS) DIMENSION(H X W X D) AHU-1 4.0 F84CNP060 8KW 1600 -- '0.3 314 6.0 44.5 34.125 10.375 45.0 82 25.9 7.8 1 23011 32.0 48.5 50 157 49 518 X 21 118 X 22 1/16 AHU-2 2.5 FB4CNP030 5KW 1000 --- 0.3 1/3 2.8 30.0 22.5 7.5 29.6 8 2 16.4 4.8 1 23011 20.0 29.0 30 122 49 518 X 17 518 X 22 1/16 AC # 1: N TES: PLENUM: 23"XI2" S/A FLEX DUCT LOCATION SHOWN /N PLAN IS POWER AND CONTROL WIRING BY E.C. SUCTION LINE: 7/8" COPPER W/1/2" CLOSED CELL INSULATION SCHEMATIC AND TO BE ADJUSTED AT JOB EXHAUST FANS SUPPLIED AND INSTALLED BY E.A. LIQUID LINE: 3/8" COPPER SITE TO ACCOMMODATE FIELD CONDITIONS. ROUTE CONDENSATE DRAIN LINE TO PERVIOUS AREA. CONDENSATE: 3/4" PVC SCHEDULE 40 ALL REGISTERS MIN. 8" OFF WALL. ALL CONDENSATE LINES TERMINATE MIN. 12" OFF WALL. AC # 2 : ALL CONDENSERS UNIT MIN. 12" CLEARANCE OFF EXT. WALL PLENUM: 19"X12" S/A SUCTION LINE: 3/4" COPPER W/1/2" CLOSED CELL INSULATION LIQUID LINE: 3/8" COPPER CONDENSATE: 3/4" PVC SCHEDULE 40 �I II II II II II MASTER SUITE I I24XI2 I II IIRG II I I I� II �- 12 0CFM 12 COVERED LANAI GREAT ROOM AND BETWEEN EACH OTHER. ALL HORIZONTAL PRIMARY CONDENSATE DRAINS TO BE INSULATED WITH 1/2" THICK ARMA FLEX . ALL CONDENSING UNITS TO BE MIN 5 FEET FROM PROPERTY LINE . THERMOSTATS TO BE DIGITAL PROGRAMMABLE. I I CASUAL DINING 46X6-lW200 ,) 1OX10-1W I CFM I 1OX10-1W 8" 200 CFM. I1 „0 III 5"0 10" o q.� 7"O II 8" RANGE 8X8-IW 1OX10-1W I 125 CFM I VENT V.T.O. O 100CFM I I 14 1F ',3 r „0 KITCHE14 T 1oxlo-lW 125 CFM lox1 - --41 12"O-. 1 A/N� MASTER ooc M 24X18 6x6- BATH _L I I I - 25 CM COND. LINE _ 0 + AC# 2 \ � REF. LIlVES TERMINATE I `'�:- EF-1 AC #z a^0 PANTRY Off WALL ® IN ATTIC SPACE I I I I I I ON ST ILTER UNIT 5 PWDR = _ - X6-I W 12"0 ° - 5 CFMf ._ LAUNCH 4' "0 14" sue- .. 22TI I311 �.. 5 y - I FOYER I I I I I Accass 6X6-1W loxlo-lw III IIIIIIIIIIIIIII 6X6-1W I 200 CFM - -T\) - - 125 CFM, 4° DINING L- - � ROOM 8x8-4W 111, 75 CFM HALL - GARAGE 4"A L .,0 W.I.C. 6X6-1W 8X8-1W 25 CF 100 CFM COVERED LAUNDRY ENTRY DRYER BULK W/DRYER BOX 6X6-1W ROOK &4"0V.T.O. 25 EQ C � I 2x30 l _ _ _ 4. ATTEIC GARAGE I BEDROOM 5 REF. LINES AC #1 IN ATTIC SPACE WH BROAN #688 EF-1 50 CFM W/4"O V.T.O. BR OAN 84 EF 2 0 CFM W/4" O V.T.O. I BEDROOM 2 IOXIO-lW 150 CFM f H • •1 I . ♦ p I I I . 4 loxio RA Ifixio \\\ BEDROOM 4 11 RA `COND. LINE AC#1 TERMINATEa 4 0-� MIN. 12" ` OFF WALL \ % SUPPLY W.I.C. 6X6-1W 25 CFM CEILING �� AIR DUCT STRUCTURE ter- L --'4 WATER SENSOR SWITCH ATTACHED REF. AHU TO SECONDARY DRAIN OF AHU. LINES SENSOR SWITCH IS WIRED INTO SYSTEM CIRCUIT TO SHUT SYSTEM OFF IF ALERTED BY SENSOR, THAT WATER LEVELS ARE HIGH. AIR COND. k::::RETURN �ALUMINUM LINE TRAP METAL STAND T- SWITCH WATER SENSOR DETAIL OPEN TO BELOW RA 8X8-1 W A/H ON STAND BY G.C. FILTER @ UNIT U TIE DOWN T COMPLY WITH M. GALV, CLIPS FLA PRODUCT APP.# °,, 239 cU MOUNT11ING DETAL N.T.S. a LOFT T-0" 1OX10 W 125 CFM 2ND PROVIDE 4" CLEARACE ON ALL SIDES OF AHU CLOSET INT DIM TO BE 12" WIDER THAN AHU AS PER M1305.1.1 BEDROOM 3 1oX10-1W 175 CFM T \y\yam� BATH 4 7- 50 CFM 50 CFM --5„g 3 EF-1 8X8-1W 75 CFM OPT. TECH. L IOX10-4W 125 CFM � I� t A y , }� '� ?. , �. _m +:z. _da _ r3 V" SLAB .T MIN FLOOD LEVEL ELEVATION Dennis', DN fcn=Den d Air�o=Engineere 1iail=Dennisd@engi ac �=USDuf Daafrte20_1505.2910:58:14 -04'00 THE DESIGN PLANS AND SPECIFICATIONS INDICATE)) OR REPRESENTED BY THIS DRAWING ARE OWNED BY, AND ARE THE SOLE PROPERTY OF ENGINEERED AIR, LLC. AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT, NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF ENGINEERED AIR LLC. DRAWING IS DIAGRAMMATIC AND ACTUAL LAYOUT :CAN CHANGE DUE TO FIELD CONDITIONS. PLAN HISTORY PLAN STATED 05.20 15 REVISEDi AC2 05.29.15 k� � I 4 I; � P r �s I �I 11:s. s IU 5f lzm I t� i i 21 DRAWING INFO CONTRACTOR L)1 FO: 2520 N ANDREWS AVENUE POMPANO BEACH, FLORIDA 33064 PHONE: (954) 974-7277 FAX: (054) 973-1883 STATE OF FLORIDA LICENSE # CACB458GO STANDARD PACIFIC RIVERBEND FAIRFIELD(6511) DRAWING SCALE: LOT NUMBER: 20 DRAWING COMPLETED BY: JOSE V. DRAWING CHECKED BY: CHRIS W. - DRAWINGNUMMR: I PAGEDESIGNATION: 20~ 1 M 1 O FOOTING SCHEDULE SEE PLAN FOR LABELS of ACTUAL FOOTING TYPES'BEING USED MRK SIZE TYPE STEEL NOTES M12 12"W X 16"D MONO 2 # 5 Did, CON'T MONO 0 M12b 12"W X 12"D MONO 2 # 5 DID. CON'T INTERIOR MONO PER DIAGRAM BELOW M16 16"W X 16"D MONO 2'# 5 Did. CON'T MONO 1 MI6b 16"W X 12"D MONO 2 # 5 Die. CON'T INTERIOR MONO PER DIAGRAM BELOW M20 20"W X 16"D MONO 3'# 5 Dia. CON'T MONO 2 (USE FILM BCH. CHAIRS) M20b 20"W X 12"D MONO 3.# 5 Dia. CON'T INTERIOR MONO PER DIAGRAM BELOW M20t 20"W X 16"D MONO 3 # 5 Dia. CON'T (USE PLM BCH. CHAIRS) W/ #.4 X Al TRANSFER BARS 12" O.C. M2413 24"W X 16"D MONO 3 # 5 Dia. CON'T INTERIOR MONO PER DIAGRAM BELOW MIX "W" X "L" / ELK X EXTENSION 81 - 1 # 5 BAR T/B EXTEND and TIE BARS INTO MAIN SLAB DEPTH of MAIN FTC 12"W - 2 # 5 BARS FOOTING STEEL. STEEL TO BE at 16"W - 3# 5 BARS BOTTOM, U.N.O. P24 24"W X 241 X 12"D PAD #'5 at 12"O.C.E.W.B. AS INDICATED ON PLAN TYP P24t 24"W X 241 X 16'D PAD ALLOW FOR STL: COLUMN RECESS P36 36"W X 361 X 12"D PAD AS INDICATED ON PLAN TYP. P36t 36"W X 36"L X 16"D PAD ALLOW FOR STL COLUMN RECESS P48 48"W X 48"L X 12"D PAD AS INDICATED ON PLAN TYP P48t 48"W X 481 X 16"D PAD ALLOW FOR STL COLUMN RECESS' P60 60"W X 601 X 12"D PAD AS INDICATED ON PLAN TYP P60t 604 X 601 X 16"D PAD ALLOW FOR STL. COLUMN RECESS P72 72"W X 721 X 12'D PAD AS INDICATED ON PLAN TYP. P72t 72"WX 72"L X16'D PAD ALLOW FOR STLCOLUMN RECESS S16 16 W X 12"D STEM 2 # 5 Dia. CON'T USE PALM BEACH CHAIRS S24 241 X 12 D STEM 3 # 5 Dia CON'T USE PALM BEACH CHAIRS T8 8"W X 8 D THICK EDGE 1',# 5 No CON'T TYP: at PATIOS and/or 4" RECESS T8b 8"W X 9' 1.2"D THICK EDGE 1 # 5 Dia. CON'T GARAGE CURB and/or > 4' RECESS T8c 8"W X 6" 8"D CURB 1 # 5 No. CON'T GARAGE RECESS CURB T12 12' W X >12"D THICK EDGE 2 ## 5 Dia. CON'T BOT AS INDICATED ON PLAN ADD 2 # 5 BARS BOTTOM FOR EVERY 12' OF DEPTH INCREASE AS REQUIRED W/ TOP of FOOTING MIN. 12" BELOW FINISH GRADE -F PROVIDE # 4 X 601 HOOK BARS AT 16" O.C. TOP - NO7F8 1 DROP FOOTING/BARS WHERE ANY RECESSES OCCUR ALONG SLAB (I.E, TOP of FOOTING DEPTH'D' TO BE MEASURED FROM BOTTOM of RECESS) W/ PAVERS VER REC. at ENTRY DOOR TRANSVERSE TRANSVERSE VER.' BARS MI� BARS i /2"IREC II OINTERIOR FOOTING PROFILE "IN b , 1 ALT. SHOWER VARIES W/ AL T 16"W W/ 2 BARS RECESS CNTR g" SLOPE BAR IN CURB-- I 8' r O TSb � I O 12".... GRADE - GRADEj�//� t2 PAVERS =v /N 7\\/\ ". TYP. GARAGE O.H. DOOR PAVERS REC STEEL PER SCHEDULE >/.. EXTERIORINTERIOR AP TYPE FTGS , P' TYPE FTGS MX MAIN SLAB L' O 7 TYP FOOTING PROTECTION FOOTING PER PLAN O COLUMN SCHEDULE SEE PLAN FOR SYMBOLS of ACTUAL COLUMN TYPES BEING USED MIRK SIZE TYPE STEEL NOTES C5 Q 8" X 8" C. M. U. I # 5 BAR C7 0 8" X 8" C. M. U. 1 # 7 BAR - C25 ■ ■ 8" X 12" "0" BLOCK 2 # 5 BARS - C27 8" X 12" "0" BLOCK 2 # 7 BARS m P45 W X L PER PLAN POURED GONG. 4 # 5 BARS # 3 Dia, TIES at 8" O.C. P65 W 'X L' PER PLAN "L" POURED CONIC. 6 # 5 BARS # 3 Dia. TIES at 8` O.C. P47 W X PER PLAN POURED CONC. 6 # 7 BARS # 3 Dia. TIES at 8" O.C. P67 W` X "L" PER PLAN POURED CONS. 6 # 7 BARS # 3 Dia. TIES at 10" O.C. 'T_' 0 SEE POST SCHEDULE TUBE STEEL - SEE FLOOR and ROOF LAYOUTS TSb O 1 BOLLARD TUBE STEEL - SEE DIAGRAM BELOW m SEE POST SCHEDULE WOOD POST ISEE FLOOR and ROOF LAYOUTS O 3"D STEEL COLUMN o W/ 6" X 6" X 1 /4"T STL PLATE W] (4) O©O `� 1/2" X 3"L EMBED. _ WEDGE ANCHORS to SLAB (VER. EY LOCATION TSb PER ARCH. PLAN) N07ES : - ALL C.M.U. CELLS W/ STEEL TO BE CONCRETE FILLED - LAP ALL STEEL MIN. 48 BAR Dia. TYP. THROUGHOUT - SEE FLOOR and ROOF LAYOUTS FOR ALL STRUCTURAL POST SPECIFICATIONS 1T-8" 18`-8" 15-4" 9'-2" 8'-6" 1'-4" i6'-8" T=6" 7'-B"---------------------------- r r ■ -LIJ 10101-- F O • COVERED LANAI • • • • .' o VARIES N REC. A", PAVERS o o I® ■ I • 1-4" I 'n L _ — — — — — — — — — — — C5 NU J • P36 O TYP O POST SCHEDULE I■ O E3 SEE PLAN FOR LABELS of ACTUAL POST TYPES BEING USED MIRK TYPE ' NOTES MIRK: TYPE NOTES PI4 1- 2 X 4 S.Y.P. # 2 P6 '6 X 6 S.Y.P. # 2 P.T. P4 4 X 4 S.Y.P. # 2 P.T. PBb B X 8 S.Y.P. # 2 P.T. P4b 4 X 6 S:Y.P. # 2 P.T. P26 2 2 X 6 S.Y.P. # 2 *TYP. MIN., U,N.O. P4C 4 X 8 S:Y.P. # 2 P.T. P36 3- 2 X 6 S.Y.P. # 2 P24 2 -- 2 X 4 S.Y.P. # 2 1 4 2 X 6` S.Y.P: 2 P34 3 - 2 X 4 SNP. # 2 *TYP. MIN., U.N.O. TYP. MIN., U.N.O. P2S 2 - 2 X 8 S.Y.P.'# 2 P44 4- 2 X 4 S.Y.P. #; 2- POS 3 2 X 8 S.Y.P. # 2' P54 5- 2 X 4 S.Y.P. # 2 P46 4 2 X 8 S.Y.P. W 2 T35 35' X 3.5' X 1/47 1 TUBE STEEL, ANCHOR PER DETAIL AS SPECIFIED ON PLAN T4 4" X 4" X;1/4"T I TUBE STEEL, ANCHOR PER DETAIL AS SPECIFIED ON PLAN ALL STEEL COLUMNS AT INTERIORSHALLBE PLACED IN 14" X 14";X 6"D-RECESS IN SLAB f PLACED FLAT TO SHEATHING AT OUTSIDE OF WALL, PER DIAGRAM BELOW k PROVIDE BLOCKING SUPPORT TO TRUSS GDR, PER DIAGRAM BELOW P ANCHOR W/ .145" X 1.51 P.A.F. (PINS)TO "T " COLUMN AT 12" O.C. t ANCHOR TO MASONRY W/ 1/4" W/ 2" EMBED. TAPCONS W/ WASHERS at 16" O.C. w ANCHOR to MASONRY WALLW/ 1/2" X4 EMBED. WEDGE ANCHORS 24O.C. (6 FIRM TOP/BOT u ATTACH W 1 2" THRU-BOLTS W 1 1 4" WASHERS at 16"O.C. and MAX. 6" FROM END`. NOTE - B. U. POSTS TO NAILED TOGETHER W/ 10D COMMONS at 6" O.C. STAGGERED EA. PLY/EA. FACE. sIE - ALL WOOD POSTS TO BE MIN (3) 2 X 4 or (2) 2 X 6 (2 X 8), SUPPORTING HEADERS/GIRDERS PER D-71"" on PAGE "SD2 , U.N.O. (MATCH WALL, GIRDER/HDR WIDTH) - FOR GIRDERS 2-PLY or GREATER, PROVIDE POST BELOW TO MATCH GIRDER WIDTH, U.N.O. --ALL MULTIPLE PLY POSTS SHALL BE NAILED TOGETHER W/ 16D COMMONS @ 6" O.C. STAGGERED EA. PLY/EA. FACE, UNLESS NOTED OTHERWISE, PER NOTE 2 —ASSUME POST HOT. TO MATCH BRG WALL HOT., UNLESS CALLED OUT OTHERWISE - SEE FOUNDATION PLAN FOR ALL MASONRY COLUMN SPECS. 41E41E- PROVIDE SOLID BLOCKING FROM POST THROUGH FLOOR SYSTEM to BRG. WALL BELOW STUD TO 'P28P : 2 tOD NAILS 8' O C GIRDER GIRDER GIRDER B. CHORD to 24* STUDS - 'P28f TO TOP/BOT PLATE : WFI AN PER PLAN 'BLOCKING : 2 X 4 S Y.P. p 2 EA. SIDE OF POST (3) 10D TOE -NAILS EA SIDE : W/ (2) 10D TOE-NNLS EA. END TO GDR W/ (4) w �. GDR TO WL 10D NAILS TO POST PER PLAN POST TO SLAB : '2-DI" ---� " " G 1Y toPER ANCHORS PER TRUSS ` ANCHOR SCHEDULE 7 A TOP SIDE SIDE FRONT 28 SEE "D-7F" FOR ALL OTHER 4k FRAME WALL SPECIFICATIONS I IF- ---1 I II I II II 1 1: 8'-7" I I Irr ��I I N II & I 11,LLJJ 13'-4" T-10" PAVERS PAD i Ro / SIN -FILL COLUMN i '4"' AS REQ. j NO STEEL) �) I ! .T I ' TYP RESIDENCES C51 10'-2" 58" 66� 1el /)T 4'-3" 1'-5" 4 I 3" 4' L "a MASONRY o OPNG. TYP. 14'-11" I I HS-8" Anil ■ r F-- -- 1 5" PERIMETER I II RECESS TYP. I O J= L-- — a�.o. . U L • I �_, ., F—� �- a� I I I I I I I I I I I I I I `� 1 /. 10 \. M20 — I O ,� -- I�. 4". r— ..\:}-L1-.L-t-L_L-I_J-l- J 1 y - ELEV: (0'-0") TOP OF FINISH FLR SLAB ON GRADE CONSTRUCTION 4" THICK 2500 PSI CONCRETE SLAB W/ 6 X 6" / 10 X 10 WELDED WIRE MESH ON 6-MIL VAPOR BARRIER ON CLEAN 95% COMPACTED TERMITE TREATED FILL VER. LOCATION of ALL EQUIPMENT PADS TO BE AT F.F. PER ARCHITECTURpLS, TO BE 4" THICK W/ THICKENED EDGE, U N.O. `XI a REC. 15". I .:. TYR MX PAVERS o ...1. .I . . . ---- _ 1— — — O I a T4 4.T ...........: . `•.Pm Hs N f5'-0" ELEVATION NBN 2' �j „a 1 iI 1 O �j� # zt F . �P REVISIONS: SHEET DATA: MODEL: 6511 COMMUNITY: RIVERBEND LOT #: 20 DRAWN BY: SM/RC CHECKED BY: RC/VH DATE: 05-29-15 SHEET DESCRIPTION: FOUINDATION -FIRST FLOOR dOLUMNS ELEVA ION: GARAGE: RIGHT BRENNAN ENGINEERING INC. 1600 S. DIXIE HWY. STE 400' BOCA RATON, FLORIDA 33432 (561) 392-3748 E.B. # 7686 P.E. # 72387 SHEET 1,04P �,_) 0 Victor Hel"ilc"it1deZ FOUNDATION / FIRST FLOOR COLUMNS VERIFY METER & PANEL LOCATIONS SEE FLOOR PLAN FOR EXACT PLUMBING LOCATIONS FOLLOW PLAN FOR'CELL L.O., W/ APPROX. EQUAL SPACING IN WALL SEGMENTS, NOT TO EXCEED MAX. SPACE PER PLAN OEXTRA DETAIL REFERENCE X on THIS PAGE INTERIOR BRG. WALL LOCATIONS ON P. "Si" O BEAM REFERENCE LO ON PAGE "S1" THIS FOUNDATION HAS BEEN DESIGNED BY RATIONAL ANALYSIS TRANSFER REINFORCEMENT IS NOT REQUIRED, U.N.O. E 0# 7686 D 17 -7­)'- 7 O TRUSS ANCHOR SCHEDULE SEE PLAN FOR LABELS of ACTUAL ANCHOR. APES TWES BEING USED CONECTIONTIM MARK ANCHOR TYPE MANOR. MODEL CITY SIZE RIAL TRUSS �- SCHEDULE LATERAL MAANCHOR SONRY F1 LOAD OM) I F-2 (RIFT 4pPAarc 0 TRUSS to MASONRY Al US P "HTA16" 1 1.25W 16 GA. B - 10D X.1.1 2" N A 590 660 1 LBS Ai (TZ)* A2 2..- HTA16 2 10-10D.X 1.1 2 STP 1180 1320. LBS A2 AS MP34 1 . 4 - 80 NAILS 2 - 1 4 X TAPCONS W 1.5 FMB. `. -...A A6 TRUSS b WOOD ARK 461 ANCHOR TYPE U S P °LSTA78"' OTY 1 SIZE 1 1 it W 20 GA. STRAP b TRA68 7- 10D 811RAP b WDWL Ft 7- 10D N.R.N F2 N.R. N 1 LBS B 1 TZ ( ) ! B2 " HTW20 1 1 1 4 W 14 GA 10 - 70D 10 10D " 1 30 LBS B2 B6 RT16A 1 18 GAUGE 9 -10D X 1 1 2 8 10D 800 800 1 LBS B6 67 ". RT5 1 18•. GAUGE 4 - 8D 4 8D 260 260 540 iBS B7 PROV.ADDT (3) - 160 TOE NAILS 10 LA. TRUSS to WOOD'(WALL//HHDR GDR). 2 & 1/SIDE) 500 FOR GINOERS 2-PLY orGREATER PROVIDE POST BELOW TO MATCH IRDER WRDTH, U.N.O.' 500 (T 5 - 1/4 TAPCONS W 2 EMBED PER STRAP to MASONRY -N A - 1225 LBS (T) WOOD b WOOD MARC C 1 ANCIpRTYPE I:.CITY U S P "MSTA48" 7 BiZE ANC.bW00DAFN.ANCb8DL8BgY 1 1 4. 16 GA 7- tOD. x 1 1 2° F1 - 1OS or 5) N.R.N.R. F-2. 1lLFf.. 1050 LBS C 1 (WALL or POST) C2 ^ . ^ 7 11 - 40D x 1 1 2 10 -.IOD or 8 T " 1635 LBS (TZ)* C4 ^ PBC44 Comer 1 14 GA 8 -16D' 8 16D 750 750 1500 LBS 'C4 ALT. FHS44 Middle 2 1 94 GA 1 8 - 160 SIDE 8 - 16D SIDE 1015 630 1755 LBS STEP to MSNRY (T ALT. - PROVIDE TAPCONS to MASONRY WALL BELOW - 1 4 X 2 EMB. TAPCONS PER STRAP SEE ABV:, T IND.I= to BLAB MARK 9 ANCHOR TYPE U S P MP34 -0 TY 1 ANCHOR b POET 4- 8D NAILS ANCHOR to: SLAB 2 1 4 X 1 1 2 EMB TAPCONS IA'LFF: N A D1 (TZ)* D4 PAU44 1 12 - 16D NAILS 1 5 8 X.4 EMB. WEDGE ANCHORS 2535 LBS D4 D7 " TTT22 1 16 :- 160 NAILS 1 5 B. X 8 EMB. WEDGE -ANCHORS 3695 LOS D� D8 ' 1 32 - 16D NAILS 1 - 5 8 X 10.L -J-BOLr 5370 LBS DS - MDA 1M OWPRITP IF AT RECESS AREAS, WEDGE ANCHOR EMBEDMENT TO BE FROM LOWEST SLAB ELEVATION MARK MOM7W'E OTY 1 BE ANCNORbWOOD now to R U. S P IHD210 1 12114 GA 20 - IOU NAILS 6 - 1/4X 2 L TAPCONS aNGE W ALT. "THD210-2" - AT CORNER APPLICATIONS USE INVERTED FLANGE TYPE HANGER THD210-3", "THD26'1 - FILL MASONRY SOLID MIN. 16 ALL AROUND ANCHOR FOR WOOD to. WOOD 20 - LOD NAILS 38 16D NAILS ANCHOR to DBL 2 x 8 SY:P..q 2 POST TURN SIDEWAYS IN WALL BETW. STUDS CENTERED on CHOIR NAIL IOC. W 2 ROWS of 10D NAILS at 6" O.C. TYP R18 OPoIYIIY'. ETJ2 2000 LBS OCR 2D00 LBS 1 F 1 - NASDNreY 3145 LBS 3145 LBS F 1 1 OD SIMPSON HU210 2. 1 - 10- 10D 18 - 1/4" X 1 3 4 L THEN 5085 :LBS 1 10 LBS F2 - HU28 2 1 6- 10D 14 - 1 4 X 2 3 4 L TITEN 4350 LB3 1085 LBS F3 HUC210 2 1 - 6 10D 74 -..1. 4 X 2 3 4 L TITEN 4350.LBS 1 85 LBS F4 HUC210 2 1 - 10 -.1OD 18 1: 4 X 2 3 4 L TITEN ROARIESI 1810 LB : FS fF4 EGTR : "FGTR" MASO RY SO 1 7 GA: 18 1 4. X 3 L SDS SCRWS 2- 7 2 X 5 L TITEN HD 000 LBS F41 2 ID BELO 7 GA: TO SLAB MI 36 1/4 X 3 L SDS SCRWS 4 2X5LTIENND PER MANUFACTURER SPECIFICATIONSFILL . 4" EACHSIDE T ANCHOR BOLT 9400 LBS F42INSTALL USPRFUS 110 GA. 12 - WS3 SCREWS 4 3 4 X 6 L WEDGE BOLTS 5500LBSPS SIMPSON . LGUM210 1 - 8 1 4 X 25 L SDS SCKWS 8 -3 8 X 4 L TITEN HD 9575 LBS 3575 LBS FO PAD -OUT HANGERS AS REQUIRED W -2 X 12 SYP # 2 W 4 10D NAILS TO EACH TOP BOT CHORD &: WEE M18CELLANE0UB.. CONNECTION SEE DETAIL AS REFERENCED on "SD1" 8- rSPECIAL DETAIL SEE DETAIL AS E ERENCED on PAGE SDI D- B.TRUSS to TRUSS CONNECTION I TO BE ,PROVIDED BY TRUSS COMPANY, UNLESS NOTED OTH€RWISE. IRS - HARDWARE. SPECIFIED MANUFACTURED BY "U S P" LUMBER CONNECTORS"' A GIBRALTOR COMPANY - - INSTALL ALL HARDWARE IN ACCORDANCE WT1H MANUFACTURERS SPECIFICATIONS - "TAPCONS" - SPACE MIN 2" T.0 BEAM "WEDGE ANCHORS" SPACE MIN. 4". W MIN 3" FROM EDGES CAPACITIES SHOWN ARE FOR INSTALLAiIONIN SOUTHERN PINE LUMBER W ASTM A 46 GRAD A'STEEL SIDE TE W/ NAILS AS INDICATED, U.N.O. 8D = 0.131"D "X 2 1/2"L 10D 0148"D X 3"L 16D = 0.162"D X 3 1/2"L * (TZ) : ALL CONNECTORS AND FASTENERS IN DIRECT CONTACT. WITH P.T.'LUMBER SHALL BE TRIPLE ZINC COATED FOR CORROSION PROTECTION. WHEN ORDERING. PRODUCT WITH TRIPLE ZINC. COATING THE DESIGNATION "TZ" MUST BE ADDED TO .THE STOCK NUMBER (i.e„. MSTA9-TZ) ANCHOR "UPLIFT CAPACITY" IS BASED ON THE WORST CASE LOAD COMBINATION BETWEEN UPLIFT and LATERAL LOAD, EITHER. PERPENDICULAR or. PARALLEL d0 THE RIDGE LINE, WHEN CONSIDERING THE "UNITY EQUATION", WHERE APPLIES. THE MAXIMUM LATERAL LOAD PARALLEL or PERPENDICULAR TO THE WALL IS180 ELF, UNLESS SPECIFICALLY NOTED ON THE PLANS 0 BOND BEAM SCHEDULE --_ SCHEDULE (SEE F1;AN FOR LABELS of ACTUAL 6FAN TYPES MMK TOP 61010BFA6 t� BOTTOM 1PR'eOASt) STEEL NOTES W1 (1) -.8" X 8" BEAM BILK 1 # 5 BAR N / A - TYP. TE-BEAM CON'T ALONG T. of PERIMETER MASONRY. WALLS, SUPPORTING ROOF TRUSSES, U.N.O. 883 (2) - 8" X 8" BEAM BUR I # 5 /CRSE I N / A ALT. TIE -BEAM AS NOTED ON PLAN L-0 BEAM ABOVE PER PLAN PER ABOVE 8"X 8 PRECAST ''U" - AS NOTED ON PLAN L-1 8 X 8 PRECAST U 1 5 BAR L-2 I 8-.X 8 PRECAST U I 1 #7 BAR L-3 N A N A I 1 1 4 5 BAR L-4 N A I N A 1 8 X 8 PRECAST U 1 2.# 5 BARS I 1 TOP 1 BOTTOM at BEAM CALL -OUT INDICATES POURED ARCH BELOW PER DETAIL 311: (PAGE 'SD2') NOTE : FILL ALL MASONRY SOLID FROM PRECAST "U" BLOCK TO LINTEL BLOCK - AT RAISED ENTRIES, ALL FILLED CELLS SHALL BE POURED TOGETHER W/ BOND -BEAMS AT TOP, TO INCLUDE INTERMEDIATE BOND -BEAMS AS REQUIRED - PROVIDE MIN 301 A 30% CORNER BARS PER DETAIL 11 on PAGE SD2 LINTEL BLK TOP COURSE STEEL ABOVE IS THAT PART OF CON'T STEEL AS SPECIFIED PER TYP. WALL SECTION (Page "SD2") (I.E., NO ADD'T STEEL IS REQUIRED) FOR 16"H BEAMS, USE PRECAST U' In iIEU of LINTEL$LK ® BOIL COURSE - LAP ALL STEEL MIN. 48 Bar Dia. of LARGEST STEEL of LAP TYP., THROUGHOUT PRECAST BEAM STEEL TO EXTEND MIN 4" PAST EA. SIDE OF OPENING SEE ROOF PLAN .FOR ALL WOOD BEAM SPECIFICATIONS "r M 1 s 2 II m N ifB' STEEL H Q d I RUN CON'T J m a � ¢ m ACROSS FROMEA 9NDE HI STEEL PER ® PW PPLLnt�L O E DE 0 CONCRETE BEAM SCHEDULE (SEE PLAN FOR LABELS of ACTUAL BEAM TYPES BUNG USED) MK SIZE (WxRO TOP St� MIDL87M BOTSR�"i8 REMARK 8 N. a. 78'2 8"W X ll -19^H PLN 2 5 - 2 5 ALT, TIE BEAM AS INDICATED ON PLAN 1-1 18 W X.18"H 3 5 - 3 5 12 O.C. 8 W X 16H 2 If 5 I - 2 # 5 B-3 8°W X' 35"H 2 5 1 2 # 5 1 2 # 6 12 O.C. '+' at BEAM CALL-OLITINDICATES; POUPED ARCH BELOW PER DETAIL 3I'LY (PAGE .'SD2') O POST SCHEDULE Imou SEE PLAN FOR LABELS of ACTUAL POST TYPES BEING USED MIRK TYPE. NOTES MR( TYPE NOTES PN 1 2 X 4 S.Y.P. # 2 P6 6 X 6. S.Y.P. # 2 P.T. P4 4 X 4 SAE.# 2 P.T. Pllb 6 X 8 S.Y.P.# 2 PT. P4b 4 X 6 S.Y.P. # 2 P.T. P20 2,F 2 X 6 S.Y.P.S Y.P. # 2 y� TYP. MIN., U.N.O. Pile 4 X 8 S.Y.P.. 12 P.T.. P36 3 2 X 6 S.Y.P, # 2 P24 2 2 X 4 S.YP.#2. P46 4 2 X 6 SYP 2.. PS 2 2 X. 8 S.Y.P.# 2 TYP MIN., U.N.O. P34 3 2 X 4 S.Y.P. # 2 *TYP, MIN., U.N.O. P44 4 2X 4.S.YP #2 POO 3 2X8 S.Y.P.#2 P64 5 2X4'S:YP. J 2 4 2 X 8 S.Y.P.-2 T35 35 X 5" X 1/4"T TUBE STEEL, ANCHOR PER DETAIL AS SPECIFIED ON PLAN T4 4' X 4" X 1/4"T TUBE STEEL ANCHOR PER DETAIL AS SPECIFIED ON PLAN ALL STEEL COLUMNS, AT INTERIOR SHALL BE PLACED IN. 14' X 14 X.6"D RECESS IN SLAB f PLACED FLAT TO SHEATHING AT OUTSIDE OF WALL, PER DIAGRAM BELOW k PROVIDE BLOCKING SUPPORT TO TRUSS GDR, PER DIAGRAM BELOW P ANCHOR W/ .145" X 1.51 P.A.F. (PINS TO 'T-' COLUMN AT 12" 0 C. It ANCHOR TOMASONRYW/ 1/4" W/ 2" EMBED. TAPCONS W/ WASHERS at 16" O.0 - w ANCHOR to MASONRY WALL. W/ 1/2' X 4" EMBED. WEDGE ANCHORS 24 O:C (6 FIRM TOP/SOT u 2 AT W '1 THRU BOLTS W 1 1/4" WASHERS at 16" D.C.and MAX: fi" FROM ENOS. NOTE: B U, POSTS TO NAILED TOGETHER W/ 10D COMMONS at 6" O.C. STACCERED EA PLY EA. FACE iIF ALL WOOD POSTS TO BE MIN (3) 2 X 4 or (2) 2 X 6 (2: X 8), SUPPORTING HEADERS/GIRDERS PER "D-7F" on PAGE "SD2", U.N.O. (MATCH WALL, GIRDER/HDR WIDTH) FOR GIRDERS 2-PLY or GREATER, PROVIDE POST BELOW TO MATCH GIRDER WIDTH U.N.O. ALL MULTIPLE PLY POSTS SHALL BE NAILEDTOGETHERW16D COMMONS ® 6' D.C. STAGGERED EA PLY/EA...FACE, UNLESS NOT OTHERWI E,'PER NOTE 2 ASSUME POST HGT TO MATCH BRG WALL HGT. UNLESS. CALLED OUT. OTHERWISE SEE FOUNDATION PLAN FOR ALL MASONRY COLUMN SPECS YIF91F PROVIDE. SOLID BLOCKING FROM POST THROUGH FLOOR SYSTEM to BRG: WALL BELOW ,,,+,1,� $ILA 10 'P2Bi: : GIRDER GIRDER GIRDER B. CHORD STUDS ^9 2 10D NAILS 8" CC 1Y to 24" "STUDS' ------ -- - ---- "Pff TO TOP/BOT. PLATE : PER PLAN MOM: 2 X 4 S.Y.P. f 2 EA POST (3) Too TOE -NAILS EA. SIDE OD TOE W/ (2) tSI TOE: NAILS EA END TO GDR W/ (4) iW NAILS TO POST GDR. TO WE _ PER PLAN ' POST TO SLAB 2- Di' M 12 to 74 a ANCHORS PER TRUSS ANCHOR SCHEDULE PETPLAII TOP SIDE SIDE FRONT 28 FRAME WALL SPEC, CATIONS 0 HEADER SCHEDULE -_ SEE PLAN FOR LABELS. of ACTUAL HEADER TYPES BONG USED MRK TYPE N O T E 8 'H= HEADER -IT NAILER, ' `-L' - LEDGER HIM (3) 2 X-10 S.Y.P.# 2 TYP. HEADER TO BE USED OVER ALL OPENINGS, U.N.O..(SEE 'D-7F) ALT. (4) 2 X 8 S.Y.P. # 2 IN 8"W WALLS 11212 (2) 2 X 12 S.Y.P.# 2 ALT, HEADER TO H310 H312 3 2 X 12 S.Y.P.# 2 ALT, HEADER TO "11310 " HN4 2 X 4 SYP.`# 2 NAILER ROOF and CLG. CON'T NAILER or BURG. W/ 16D NAILS at 6" OC. or 3 - 16D NAILS PER. EA. WEB/STUD THAT IT CROSSES or 3 -LOD NAILS EACH END IF BLOCKING, W/ ALTERNATE 1/4" Dla. TAPCONS W/ ' 1 12' EMBED to MASONRY 16" O.C. or (2) PER BLOCK, U.N.O. MI6 2 X 6 S Y.P. # 2 NAILER ANCHOR W/ 1/4" X 3' L TAPCONS 12 0 C. HN262 X 6 SY.P. # 2 NAILER at TOP and BOTTOM CHORD of.. TRUSS W/ 1/4" Do. TAPCONS W/ ' 2 EMBED at 8" O.C. to MASONRY W// 4 - 1OD TOE NAILS FROM TOP and BOTTOM CHORD (2/SIDE) ANEQUIRED FL2B (2) 2 X 8 S.Y.P, # 2 PT ANCHOR W/ 3/4" WEDGE -ANCHORS W/ 4" EMBED AT 24' O.C. NOTE = - ALL OTHER WOOD BEAMB TO BE MR 2-2Xt2SYP.#Z, MAILED TOOEIFBRW/ 2ROWS OF IOD COMM at C OCI, UN E43 CALLED OUT OTHERWISE - ALL WSDOW HEADERS TO BE 2 - 2 X A B.YP. 4 2 W/ 1/Y FLITCH PLA7E NAL PER ABOVE - ALL 2 X 12 BULT-UP HEADERS ARE ASSUMD 70 BE CONT TO BROL FONTS at EA SIDE SEE POST & HEADER SCHEDULES FOR ALL MIN. SIZES, U.N.O. U = 620 USE(Al)ANCHORS FOR ALL ROOF TRUSSES THAT CROSS OVER ANY MASONRY WALLS, U.N.O. Al MAXIMUM DESIGN UPLIFT FOR TRUSSES ( 620 LBS, U.N.O. gg_t TYP. BOND -BEAM AROUND T. of MASONRY WALLS U.N.0_ W/ HGTS. AS LABELED PERPLAN II / D-Q ACE ------------- ----------------- u - 620 Al 24"H 32 H ------ --------------------- . / / D-39 / r = t- 1 8" G _ ME I - ro J 5'0" +RCf ESS 3 "H �( 5'-0" 1y = C 620-------------- M N 20"D GDR HfJ4 HL1a „ Q �_ �o'-e 20"D GDR 0 r;. TC/. 12"0;C. �55-H '_ " 10'-8" U = 3000 10,_ 12 9 , AZ O O 4 -- --- ---- ---- O O AZ D-7F A2 Well 322"H N T. at 12'-4" + + + + + + + + + U = 3200 T. at 12`4" U = 3000 A" b �0 v0q i o'-B" + 12'- " + + T. 12'9"+ + + + 48 10'-6"(� 1 10'-8 (F) + + + + + + + + + 2-BI Id MH 6 2 1 + + + + + + + + + 2-DII it �+ + + + + + + + + + 1 I + +.T8 CLG I z + + CLE�ESTOVO + + + + + o + + + + + + + + + 20D FLOOR-TRU20 D FLOOR -TRUSS 10' a CLG O I' I 24" O.C. o 24" O.C. o r --� TYPICAL + + + + + + + + + N us + + + + + + + + El SLAB STEEL SCHEDULE 11B-11, 'T-11, 1'B&Lr, "HK-II SET PLAN FBI LABELS of. ACTUAL SLAB STEEL TYPES BEING USED HK-412 B-512ew BM-412 BLL-412 BUL-512 BI1-512 N 4 DID. STEEL 'L" PER PLAN' SPACCD 12" D.C. (TOP UPPER LAYER) # 5 Din STEEL X "L." PER PLAN SPACED 12" O.C. EACH WAY BOTTOM HOOK INTO BEAMS ALL AROUND 4.Dia STEEL X "L" PER PLAN SPACED 12* O.C. BOTTOM UPPER LAYER 4 DID STEEL X "L" PER PLAN SPACED 12" O.C. BOTTOM LOWER LAYER # 5 Dia STEEL X "L" PER PLAN SPACED 12° O.C. BOTTOM UPPER LAYER # 5 DID STEEL X "L" PER PLAN. SPACED 72" O.0 BOTTOM LOWER LAYER SPACE �ry (� T- (TOP UPPER/ LOWER) x< ALT. FULL "L. LENGTH :NOOK STEEL SHALL EMBED INTO BEAM TO 1.5" FROM OPPOSITE FACE TO ACHENE PROPER EMBEDMENT • N ` W/ 1 If 5 BAR CONT INSIDE NOOK 1 1/ HK- (TOP) SPACED PER. SPEC (HOOK) SPACED PER SPEC SPACE 1" SPACE BU- 1" V "� *dd r L i wee mom B- BUL- B-/BUL- : BILL - (BOTTOM) (BOTTOM UPPER) (60Ti0M LOWER). y� ALL STEEL LABELED ON PLAN IS ASSUMED TO BE THROUGH -OUT ENTIRE SLAB IN y� �F DIRECTION SHOWN W/ PLACEMENT. PER DETAILS SHOWN THIS SCHEDULE �F DIRECTION of BALCONY. LONG SPAN INSIDE FACE of CONG.DECK/BEAM 1 VER. 32" O.C. TYP. (D TRACK 1 to MASONRY : 1" x 3 5/8" x 6"L 20 GA. CHANNEL (2) - 1/4" - x 2' EMB. TAPCONS to MASONRY OTRACK 2 to MASONRY : 1" x 3 5!8" CON'T 20 GA. CHANNEL W/ . 145' - x 1 1 2"L P.A.F. le O.C. STAGGERED to MASONRY OVERTICAL SUPPORT : 1 x 3 5/8" 20 GA. CHANNEL 32" O.C. W/ (2) # 8 STAINLESS METAL SCREWS (&M.S.) to TRACK (1 / SIDE) ®^ W/HORIZONTAL SUPPORT (2)x/�CHANNEL # 8 S.Mtto. TRACK (1 /SIDE)and VERTICAL SUPPORT. FINISH COUNG : 3�B MIN. RIB. LATH SECURED W/ # B x 1"L S.M.S. 0 4" O.C. ALONG EA. SUPPORT. SEE ARCHITECTURAL PLANS FOR ALL OTHER EXTERIOR REQUIREMENTS — �/ CLG FRAME DOWN X_1 N. T. S. I` \L r + + + + + + + + + =3I N x O F + + + + I- + + + + /^ (\ /� m M O BB-t - - TYPICAL TIE -BEAM AROUND TOP of 18T or 2ND FLOOR + + + + + + + + + SONRY AS INDICATED AROUND PLAN, U.N.O. _ _ _ _ - - - _ - __� _ _ _ 20"D GDR�� ° ) r-� BUI�bER TO FELD VERIFY ALL LOCATIONS • T••�•.—..—••�••••�••�. •••�••�••�•. •�••�•••�•••�•• _.` L-BRACE OFATtACCESS PER CLG AREA REQUIREMENTS - — — — — DRAFTSTOP — — _ — - L J o to 1 I ROOFS to be FULLY SHEATHED BELOW ANY OVERFRAME t n ^� n o _ D-39 or VALLEY-SeT AREAS (SEE FASTENER SCHEDULE., P. 'SDI') 10 8 CLG 10 8 CLG . - 1 L TYPICAL TYPICAL o of ; F.T. 2a 0 L- _ sRACE _ _ ALL EXTERIOR WOOD GABLES EXPOSED TO WIND SHALL HAVE _ _ STUDS at 16' O.C., TO BE DESIGNED BY TRUSS CO. - - _ - - �' 1 SEE DETAIL DF ON P. 'SD2° FOR ARCHES IN FRAMED WALLS --- 1 I 1 1 1 1 1 O %— _ SEE DETAIL D-SB ON P. 'SDI' FOR STRONGBACK DETAIL +I+I+I +I T+I r� 1 +1 1+ + +1 �ILIVCv1�Y +I 1 -H L+I A/H I 1 l 1 1 I 1 f + + + + + + DRAFT STOPPING446 ---- I_ PROVIDE DRAFTSTOPPING PARALLEL TO MAIN FRAMINGMEMBERS, FOR ANY I. / FLOOR/CLG ASSEMBLIES, SEPARATING USABLE SPACES INTO 2 OR MORE I 1 APPROXIMATE ARE. I AP ROXIM b0 F " . AS TO BE NO GREATER THAN 10 SQ. L DRAFTSTOPPING SHALL BE 1/2" G,Y.B. TIGHTLY FITTED TO ONE SIDE OF TRUSS AS NOTED ON r ' PLAN. (PROVIDE AT ALL PERIMETER FLOOR GIRDERS ADJ. TO ROOF TRS.) " oo w ACCESS, 20D ,. SS m � � FLOOR- TRU J�2 "o 1 1 I 0 6"W; T. at 10'8" o -24" O.C. o N IL _ -1 SEE POST & HEADER SCHEDULES FOR ALL MIN. SIZES, U.N.O. -F 1USE Al ANCHORS FOR ALL ROOF TRUSSES THAT D-� O CROSS OVER ANY MASONRY WALLS, URO. If .m 0 li in I : I i MAXIMUM DESIGN UPLIFT FOR TRUSSES (620 LBS, U1*L0. 12'-1• 0 L-3 000 TYP. BOND-lEAM AROUND T. of MASONRY WALLS To' -a" a"H p� UN.O.. W/ HGTS. AS LABELED PERPLAN IRl—t 'm 8 H, BETW. L-BR CE ' J N D- 9 Q 19"H 12'-9"Tb �y, I 0- 10,_6. w_BRACE 10'-6" 10'ti° CLG 12'-a" R CESS N 1 o a l 12'-4 �a L-0 L-0 12'-9" H 6'2 o / J a 12'-0" i i +32"H (6") +32"H (6") 10'-8 BALCONY _ o / REC. 4", SLOPE 1/4"/F''9 m D - 1 MIN.. I O+ a `o 3001.SI. CONC. I ° 39"H: I x 1 I a T4 Sl-e3 O — L /' „---�.� - H X_1 ------------------------------------------- ------------------- +18 1 r000 — -- r -. IACC ESSII +/-4" V. ROOF 10'0" CLG - s +,RECESS I I � Y I I 1 m 1 I 1 ov 2 U X o 6'9 N o :x --- I� � N - __- , - -- a - __ -U4 ---- m SEE P. "S2" FOR l' SEE P_ "S2" FOR �x BALCONY COLUMNS BALCONY COLUMNS IL. +24"HI (8') o.. +24"H (8") +24"H (8"). ''.' ? L 0 1!.. 1 O O ELEVATION B ___--- 1ST LEVEL BEAMS, FLOOR and RO PF 1,4" =,'-o" TRUSS LOAD DESIGN - 55 P.S.F. TYP ROOF PITCH, U.N.O. - 4 / 12 I HEEL TYPE - STD. TAIL CUT - PLUMB OVERHANG - 16", U.N.O. I RETURNS - LEVEL TYP,I16ALp �PROFILE - "Be ELEV. HCT. SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS OF ALL. CLG CHANGES INDICATES TIE -BEAM STEP LOCATION " TYP. PER "D-26" on P. SD2" - IST or 2ND' FIR. FRAME BRG. WALL (HGT. PER PUN) PER "D-7F" on P "SD2" - BALLOON FRAME WALL (HOT. PER PLN) PER "D-713" on P. "SD2" Y-4" O- TYPICAL BEAM/UNTEL/�{DR SPEC PER SCHEDULE ON THIS PAGE "BB', V, wK, Or "L" O -, TYPICAL ANCHOR SPEC PER TRUSS ANCHOR SCHEDULE" on THIS PAGE A - TYP. MASONRY C D,E, , . , * B —TYP. WOOD - MISC. OTHER PER SCHEDULE - TYP. ANCHOR FOR TOP/BOT. CONNECTION SPEC PER TRUSS ANCHHOR SCHEDULE on THIS PAGE UPLIFT CAPACITY IN POUNDS � ANClNxt TYPE aUANRtt UPIFT S 2-8) _ _- ai n°T�mE _ DOLREFERENCE Top. ANCHOR (AS REWIRED) 2-q ANtlIOR TYPE TYPICAL POST/STEEL/MASONRY COLUMN OSPEC PER SCHEDULE ON THIS PAGE 'P°, ""F' Or "C" TYP/ O :5 - CONNECTIONSASCAL REFERCENCED ONIAL EPAGE "ISDI* T AHffi "SOY O on THISPAGE } 4T ht ■O Now a: N REVISIONS: N I iF SHEET DATA: MODEL: Ill 6511 ( COMMUNITY: RIVERBEND LOT #: 20 DRAWN BY: SM/RIC CHECKED BY: RC/VH DATE: 05-2.9-15 SHEET 6ESCRIPTION 1 ST LEVEE FLOOR, BEAMS 8c ROOF ELEVATION: B GARAGE: RIGHT BRENNAN ENGINEERING INC. f ry 16UU S. UIXIL HWY. SIL 41JU BOCA RATON, FLORIDA 33432 (561) It 392-3748 E.B. # 7686 P.E. # 72,387 SHEET: P Lj 9 I C,if Victor Hernandez y E.B. # 7686 P.E. 72387 O TRUSS ANCHOR SCHEDULE SEE PLAN FOR LABELS G ACTUAL ANCHOR TYPES TYPES BEING USED CONNECTION TYPE MAW Q ANCHOR TYPE MANUF: Mona CITY SIZE WIL9TIFIEC E TRUSS MAL SCHEDULE LATERAL. ANCHOR fm F1 MASONRY LOAD UQ F2 IPLFrANCHOR . {1MPACfIY Q TRIM to MASONRY Al U S P "HTA16" 1 1.25"-W 16 GA 8.- 10D X 1 1 2" N A 590 660. '0 UPS Al (TZ)* A2 " 2 - HTA16 2 10-IOD X 1 1 2 STP 1180 '1320 �0 .LBS A2 A6 MP34 1 4 -.8D NAILS 2 - 1/4' X TARPONS W 1.5 EMB. - A A6 TMM I* WOOD MAR( 4HB1 A40M TYPE U S P I "LSTA18" OTY 1 SIZE 1 1 4"W.20 GA. STRAP b TWO 7 - 101) STRAP b WICK 7 -. IOD P4 N.R. N F-2 N.R.. N IPLF 1235 LBS 61 (TZ)' *82 HTW20 1 1-1 4 W 14 GA. 10.- IOD 70 10D '• 1530 LBS 62 88 RT16A 1 18 GAUGE 9 10D.X 1 1 2 8 100 800 800 1380 LBS Be 87 RT5' 1 18 GAUGE 4 - 8D 4 SD : 260 260 540 LBS 87 - PROV. ADDT (3 - 16D TOE NAILS TO EA. TRUSS to WOOD WALL HO%GDR) (2 & 1/SIDE - FOR GIRDERS 2-PLY or GREATER, PROWDE POST BELOW T MA CH GGIRN WIDTH, .ND. 500 500 - T 5 -9. 4 TAPCONS W/ 2 EMBED. PER STRAP toMASONRYN A 1225 LBS. T): WOOD b WOOD MAIK C1 ANCHOR TYPE LI S P "MSTA98" 0 T Y 1 SIZE ANMbW00DABL 1 1 4"W 16 GA 7 1DD x 1 1 2° ANC.b%D.N& W 7- 1OD or 5 T F4 N R F-2 N.R. IIiFT 1050 LBS '-C1 (WALL or POST) C2 1 11 1 )D x 1 1 2 10 - 10D or 8 T " ' 1635 LBS C2 (TZ)* C4 PBC44 .Comer 1 14. GA 8 - 16D 8 - 16D 750 750 1500 LBS 04 uT. PBS44 Midtlle 2 14 GA 8 - 16D SIDE 8 - 16D SIDE - 1015 630 1755. LBS STRIP to ME (T ALT. - PROVIDE TAPCONS to MASONRY WALL BELOW -.7 4 X 2 EMB. TAPCONS PER STRAP SEE -ABV. TT MQ POST to B:AB M9SK D1 ANCHOR TYPE U S P MP34 0TY. 1 ANCHOR to POST:. 4- 8D NAILS ANCHOR to SLAB 2- 4 X 1 1 2 EMB. 11 TAPCONS UPLFr N A D1 (TZ)* D4 PAU44 1 12 - 76D NAILS I - 5 # X 4 EMB. WEDGE -ANCHORS 2535 LBS _LB D4 D7 HTT22 1 16 -. 16D NAILS 1 - 5 8 X 8 EMB. ,WEDGE -ANCHORS 3RS S D7 DB 1 32 - 16D NAILS 7 - 5 8. X 10 L J-BOL 5370 LBS DO + AT RECESS AREAS, WEDGE ANCHOR EMBEDMENT TO BE FROM LOWEST SLAB ELEVATION W0.�NA b (TZ)* WX Ft ANCHOR TYPE OTY M ANORORbWOOD ANCHORb BRO U S P THD210 1 12 14 GA 20 HOD NAILS 6 1 4 X 2L TAPCONS LNGE 12 W ALT: "THD210-2°, AT 0 NER APPLICATIONS US INVER FLANGE TYPE HANGER "1HD210-3 'THD26" -FILL MASONRY SOLID MIN: T6 ALL AROUND ANCHOR FOR WOOD to WOOD 20 70DNAILS 38 16D NAILS ANCHOR to DEL. 2 x 8 S.Y P gg 2 POST TURN SIDEWAYS IN WALL BETW. STUDS CENTERED on ANCHOR NAIL U. W 2 ROWS of 10D NAILS at 6 GO. TYP f1gYRY 2000 LBS LPLFT 2000 LBS 'F1 MASONRY 3145 LBS 3 145 LBS F 1 -am- P2 SIMPSON HU210 2 1 - 10 - 10D 1 18 - 1 4 X 1 1111 TITEN 5085 LB 10 LBS F2 F3 HU28-2 1 - 6 - IUD 14 - 1 4 X 2 374 L TITEN 4350'L85 1 85 LBS P3 F4 TRUC210I 1 - - 6 - 10D 14 - 1 4 X 2 3 4.L TITEN 4350LBS 85 LBS F4 HUC210-2 1 - A - 10D 18 - A 4 X 2 3. 4 L TITEN SO85'LHS 1810 LBS F8 IP F11 F'42 4H FGTR 'FGTR" - FILL MASONRY SO 1 7 GA. 18 7 4 X 3 L SDS SCRWS 2- 7 2 X 5 L 11TEN HD 00 BS 2 ID BELOV 7 '.GA. TO SLAB MI 36 1 4. X 3 L DS SCRWS 4- 7 2 X 5 L TITEN HD IN TALL PER MANUFACTURER SPECIICATIONS 4 EACH SIDE AT ANCHOR BOLT LOCATIONS 9400 LBS F42 F5 U S.P REDS 1 10 GA 12 WS3 SCREWS 4 3 4. X 6 L WEDGE BOLTS 5500 LBS: F5 FB SIMPSON LGUM27D. T - 8 4 X 25 L SDS SCRWS 8 3 8 X.4 L TITEN HD G9575 LBS 3575 LBS: IF6 PAD -OUT HANGERS AS REQUIRED W/ 2 X 12 SYP # 2 W 4 IOD. NAILS TO EACH TOP ILOT. CHORD & WEB MARK g- MISCELLANEOUS SPECIAL CONNECTION I SEE DETAIL AS'REFERENCED on "SDV, 3- D- DETAIL SE DETAIL AS REFRENCED on PAGE SD1 D TRS TRUSS to TRUSS CONNECTION JO BE PRONDED BY.TRUSS COMPANY; U LESS NOTED OTHERWISE IRS - HARDWARE SPECIFIED MANUFACTURED BY "U SP" LUMBER CONNECTORS"' A GIBRALTOR COMPANY - - INSTALL ALL HARDWARE IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS - ' "TAPCONS" -SPACE MIN. 2" T.O, BEAM WEDGE ANCHORS" SPACE MIN. 4' W[ MIN. 3" FROM EDGES - CAPACITIES SHOWN ARE FOR INSTALLATION IN OUTHERN INELUMBER W ASTM A446 GRADE A STEEL SIDE PLATE W/ NAILS AS INDICATED U.N.O. - 8D = 0131"D X 2 1 /2"L IOD = 0148"D- X 31 16D = C162"D X 3 1/2"L * (TZ) : ALL CONNECTORS AND FASTENERS IN DIRECT CONTACT WITH P.T. LUMBER SHALL BE TRIPLE ZINC COATED FOR CORROSION PROTECTION. WHEN ORDERING PRODUCT WITH TRIPLE ZINC COATING THE DESIGNATION "TZ" MUST BE ADDED TO THE STOCK. NUMBER (i.e., MSTA9 T_ZZA - ANCHOR "UPLIFT CAPACITY' IS BASED ON THE WORST CASE LOAD COMBINATION. BETWEEN UPLIFT, and LATERAL LOAD, EITHER PERPENDICULAR. or PARALLEL TO THE RIDGE LINE WHEN CONSIDERING THE UNITY EQUATION', WHERE APPLIES. THE MAXIMUM LATERAL LOAD PARALLEL or PERPENDICULAR TO THE WALL IS 180 FILE, UNLESS SPECIFICALLY NOTED ON THE PLANS O BOND BEAM SCHEDULE --- (SEE PLAN FOR LARILS of ACTUAL BEAM TYPES BEING USED) 1SK TOP WD SEALS Sm BOTTOM Wiwi STD I NOTES W1 (1) - 8" X 8" BEAM ELK 1 # 5 BAR N / A I - I TYP. TIE -BEAM CON'T ALONG T. of PERIMETER MASONRY WALLS, SUPPORTING ROOF TRUSSES, U.N.O. B" (2) - 8" X 8" BEAM BLK I` 5 /CRSE N / A ALT, TIE -BEAM AS NOTED ON PLAN L-Q BEAM ABOVE PER PLAN PER ABOVE 8":X 8" PRECAST '"U" - AS NOTED ON PLAN L-1 BX 8 PRECAST U 1 5 BAR L-2 �. 8:X 8 PRECAST U 1 7 BAR ^ L-3 N. A N A 1 5 BAR ^ L-4 N A N A 8 X 8 PRECAST U 1 2 #SEARS 1 1 TOP 1 JVIIVM "+'j at BEAM CALL -OUT INDICATES POURED ARCH BELOW PER DETAIL 31 "L" (PAGE '$DY) . NOTE : FILL ALL MASONRY SOLID FROM PRECAST "U" BLOCK TO LINTEL BLOCK AT RAISED ENTRIES, ALL FILLED CELLS SHALL BE POURED TOGETHER W/ BOND -BEAMS AT TOP, TO INCLUDE INTERMEDIATE BOND -BEAMS AS REQUIRED - PROVIDE MIN. 301 x 30"L CORNER BARS PER DETAIL 11 on PAGE SD2- - LINTEL BLK TOP COURSE STEEL ABOVE, IS THAT PART OF CON'T STEEL AS SPECIFIED PER TYP. WALL SECTION (Page 'SD2') (I.E., NO ADD'T STEEL IS REQUIRED) - FOR 16"H BEAMS, USE PRECAST " in LIEEU of LINTEL BILK. ® BOT. COURSE -. LAP ALL STEEL MIN. 48 Bar Dia. of LARGEST STEEL of LAP TYP_ THROUGHOUT: - PRECAST BEAM STEEL TO EXTEND MIN 4" PAST EA. SIDE OF OPENING SEE ROOF PLAN FOR ALL WOOD BEAM SPECIFICATIONS J01-4km Is ' STEEL J J F-� ro I �I aB^ H 'T RUN CON" p. LEI F- ' ACROSS OPNG. pa.r .: FROM EA. SIDE " w ` a S- SPER SCHEDULE BB 1 ® VERIFY ANI ' O SCHEDULE PER PLAN 0 CONCRETE BEAM SCHEDULE. (SEE PLAN FOR LABELS "f ACTUAL BEAM TYPES BEING USED) YRC SIZE IW:H TOP SM MD.SIE3 MYNK Ba. REMARK S TB•2 8"W X H"-19"H PLN 2 # 5 2 # 5. - ALT. TIE -BEAM AS INDICATED ON PLAN B-1 18"WX18H 3 15 - 3 '4 12 8WX16H 2 5 2 5- 8 W X 35"H 2 5 2 5. 2 # 6 1 12D.C. . ' +' at BEAM CALL-CLET IDICATES POURED ARCH BELOW PER DETAIL 31'W (RAOE 'SD2) a POST SCHEDULE luou SEE PLAN FOR LABELS of ACTUAL POST TYPES BEING USED ISK .TYPE NOTES WK TYPE NOTES PI4 1 2 X 4 S.Y.P.#2 PS 6 X 6 S.Y.P.12 P.T. P4 4 X 4 S.Y.P. # 2 P.T. PSb 6 X 8 SYP # 2 P.T. P4b 4 X 6 S.Y.P.. # 2 P.T. PIES2- 2 X 6 SAP. # 2* TYP. MIN., U.N.O. Poo 4X8 S.Y.P.#2PT P36 3 - 2 X 6 SYP #:2 P24 2 2 X 4 SYP # 2. P46 4- 2. X 6 SAY 2 P21 2 - 2 X 8 S.Y.P. #.2 TYP..MIN., U.N.O. P34 3 2 X.4 S.YP. # 2 *TYP MIN U.N.O. P44 4 2 X 4 S.Y.P.# 2 POO 3 1 2 X 8 S.Y.P. # 2 P54 5 2 X 4. S.Y.P.2 : P! 4- 2 X 8 S.Y.P.2 T35 3 5 X 3.5 X 1 4'T TUBE STEEL, ANCHOR PER DETAIL AS SPECIFIED ON PLAN T4 4" X 4" X 1/ 'T TUBE STEEL, ANCHOR PER DETAIL AS SPECIFIED ON PLAN ALL STEEL COLUMNS AT INTERIOR SHALL BE PLACED IN 14" X 14' X'.`6'D RECESS. IN. SLAB f PLACED FLAT TO SHEATHING AT OUTSIDE OF WALL, PER DIAGRAM BELOW k PROVIDE' BLOCKING SUPPORT TO TRUSS GDR, PER DIAGRAM BELOW P ANCHOR WJ 145" X 1.51 P.A.F. (PIN TO •T-' COLUMN AT 12" OC t ANCHOR TO MASONRY W/ 1/4" W/ 2 EMBED. TAPCONS W/ WASHERS at 16 O.C. w ANCHOR to MASONRY WALL W/ 1/2"X 4EMBED WEDGE ANCHORS 24 -0 C (6 FRM :TOP/BOT u ATTACH W 1. 2" THRU-BOLTS W 1 1/4" -WASHERS at 16' 0 C and MAX 6 FROM ENDS ;. NOTE B U. POSTS TO NAILED TOGETHER W/ IOD COMMONS at 6" O.C. STAGGERED EA PLY/EA. FACE. iIF ALL WOOD POSTS TO BE MIN (3) 2 X 4 or(2)2 X 6 (2 X 8), SUPPORTING HEADERS/GIRDERS WIDTH) - FORG IRDERSF2 PLYPorGGREATTER' PROVDE POSTTCH BELOW TO'MATCHEGIkD RR WIDTH UNTO ALL. MULTIPLE PLY POSTS SHALL BE NAILED TOGETHER W/. 16D COMMONS 6 O.C. STAGGERED EA PLY/EA. FACE, UNLESS NOTED OTHERNI$SEE PER NOTE 2. - ASSUME POST HGT. TO MATCH BEG WALL HGT, UNLESS CALLED OUT OTHERWISE SEE FOUNDATION PLAN FOR ALL MASONRY COLUMN SPECS 1N1k•- PROVIDE SOLID BLOCKING FROM POST THROUGH FLOOR SYSTEM to BRG WALL BELOW SBO M 1w : GIRDER GIRDER GIRDER Or CHORD „- _, ,,,,, s ^' 2 10D NAILS 8' O.C. tY to 24" PER PEA 'PW M TOP/00T RATE : B.00RIC : 2 z 4 S Y.P. /:2 EA. SIDE NST (3) 10D .TOE -NAILS EA. SIDE _ W/ (2) iWTOE-NAILB EA END TO GDR W/ (4) GDR TO WL 10D NAILS TO POST PER PLAN . POST TO SLAB r'2-DI" �G1Y to 24' :ANCHORS PER TRUSS --�ANCHOR SCHEDULE TOP SDE SIDE FRONT ®SEE "D=7F' FOR ALL OTHER FRAME WALL SPECIFICATIONS 0 HEADER SCHEDULE -_ SEE PLAN FOR LABELS of ACTUAL HEADER TYPES BEING USED ISK TYPE NOTES 'H� HEADER '-W - NAILER, ' L' - LEDGER H310 (3) 2 X 10 S.Y.P.# 2 TYP. HEADER TO BE USED OVERALL OPENINGS, U.N.O. (SEED-7F) ALT. (4) 2 X 8 S.Y.P. # 2 IN 8"W WALLS ", " I= (2} 2 X 12 S.Y.P. # 2 ALT.HEADER TO H310 HSI2 3 2 X 12 S YP # 2 ALT. HEADER TO "H310" HN4 2 X 4 S.Y.P. # 2 NAILER ROOF and CLG CON'T NAILER or BUNG. W/ 16D NAILS at 6 O.0 or 3 16D NAILS PER EA WEB/STUD THAT IT CROSSES or 3 - IOD NAILS EACH END IF BLOCKING, W/ ALTERNATE 1/4" Dia TAPCONS W/ 1 1/2' EMBED to MASONRY 16" O.C. or (2) PER BLOCK U.N.D.. HNB'2 X 6'S.Y.P. # 2 NAILER ANCHOR W/ 1/4.X 31 TAPCONS 12 O.C. HN26 2 X 6 S.Y.P. # 2 NAILER at TOP and BOTTOM CHORD of TRUSS W/ 1/4' Do. TAPCONS W/ 2 EMBED at 8" O.C. to MASONRY W( 4 - IOD TOE -NAILS FROM TOP and. BOTTOM .CHORD (2/SIDE) AS REQUIRED FL2S (2) 2 X 8 S.YP # 2 P.T. ANCHOR W/ 3/4" WEDGE -ANCHORS W/ 4" EMBED AT 24" O.C. NOIEr - ALLOTHERWOODBEAMSTOBEMN. 2-2Xt2S.YP.#Z NALEDTOOEMW/ 2ROWS OF IDD COMM at S' O.C, UNLESS CALLED OUT OTHERWISE. - ALL WIDOW HEADERS TO BE 2 - 2 X 1D S.Y.P. 4 2 W/ VT FLITCH PLATE, MAIL PER ABOVE - ALL 2 X t2 BULT-UP HEADERS ARE ASSUMED TO BE CONT TO BROL POINTS at EA SIDE 18' 4" U = 1900 U = 300 2-82 U = 850 -- B7 B2 S-10" 5'-2" 5 2" S-10" - - - - - -- - - - - - - - - - - - - - - - - U = 1400 U = 1400 U = 800 2-B2 U = 650 2-B2 Al' - - - B2 I I g21-8' _________________________.21'-8»(F) o -- HIM r » 21 -8 � I I' + ++ II L I + 16 � + +i,6�+ _ 16"H + + III + + + + + + + + ----- --�k F------- --u-- �z f +. + + +, + + + 0 o = TYP + +\ 7 71 +�1 + + + + SEE POST & HEADER SCHEDULES FOR ALL MIN. SIZES, U.N.O. USE ANCHORS FOR ALL ROOF TRUSSES THAT Al CROSS OVER ANY MASONRY WALLS, U.N.O. USE B2 ANCHORS FOR ALL WOOD TRUSSES THAT CROSS OVER ANY WOOD WALLS, U.N.O. MAXIMUM DESIGN UPLIFT FOR TRUSSES ( 620 LBS, U.N.O. TYP. BOND -BEAM AROUND T. of MASONRY WALLS UAO_ W/ HGTS. AS LABELED PER PLAN + + + + + II y R 8" FRAME I' + + CLE ESTORY + + + + 9 4 CL� 11 i + + +� + + + + II TYP. (21'8" AFF) ;! + } + + + + } I + + + + + + + yµ, aV N I to "46 -2" io + + + + + \ + + + II T-4" 6'-2" li �. V RA 1 . L _Q J T �,^ I� 1 A r- T + YY�L L+ + 4 N + a 9 4 CLG I I+ --- L + + + + LL TYP. (21'8- AFF} + C RE5FTO + + �A IG--J / '-- - �c--- ---- - - I. --- - ---_- ---- 1\ - - M-GDR L-BRACE ------------------ - -- -------------- u MHV SET 8 FRAME - 2-B2 o x W-BRACE ~ L-BRACE III U = 1500 F41 D- 6'-2" 36 U = 3200 D H - GDR _ -. 0 °ao BG 21'-8' j m 2-82 U = 850 I fU = 950 14"H REC) L-o </CYS�P� L-3 +8"H 8") L 21'-8"(F) 21'-8" U ='1900 /----- - - - - V N, I I o �� 4 GIRDERS I i; F1 zll Ell I� ' o i TYP. AT OUTER/INNER l ^ o „ GIRDERS ALL AROUND H - 3 III, B7 ILIL � II � I U = 350 L - 12HGDR t � - - - - - - - - - - - -------- -- - - - - - - - - - - --- ------ - -- ---------- - -- NOTCH OUTER TRUSS. TYP. T4 T4 EA. SIDE SH2 SH2 TYP. EA. SIDE 8'-5" Y-3" 4'-6" 5'-8" 21'-2` I I I I I REVISIONS: SHEET (DATA: f' MODEL: 6511 COMMUNITY: RIVERBEND LOT #: 20 DRAWN BY:: SM/RC CHECKED BY: RC/VH l DATE: 05-29-15 SHEET DESCRIPTION:.. 2ND LEVEL COLUMNS, BEAMS & ROOF ELEVATION: B GARAGE: RIGHT tiF� L % X To L I:) ly N I ARENNAN ENGINEERING INC.'' 1600 S. DIXIE HWY. STE 400 i� BOCA RATION, FLORIDA 33432 (561) 392-3748 E.B. # 7686 P.E. # 72387 W SHEET: 2ND LEVEL COLUMNS, BEAMS and ROOF , 4" _ -D" IS ' II II TRUSS LOAD DESIGN - 55 P.S.F. HEEL TYPE - CANT. OVERHANG - 16", U.N.O. TYPICAL PROFILE - "B" ELEV. U.N.O. ON PLAN Victor Hernandez ELEVATION B TYP ROOF PITCH, U.N.O. - 4 / 12 TAIL CUT - PLUMB RETURNS - LEVEL 12 TYPICAL TIE -BEAM AROUND TOP of 19 or 2ND FLOOR HOT. SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS OF ALL CLG CHANGES , MASONRY AS INDICATED AROUND PLAN U.N.O. Ncr. - - INDICATES TiE-BEAM STEP LOCATION TYP. PER "D-26" on P. "SD2" BLEEDER TO FIELD VERIFY ALL LOCATIONS OF ATTIC ACCESS PER CLG AREA REQUIREMENTS - 1ST or 2ND FLR. FRAME BIRD. WALL (HGT. PER PLN) PER "D-7F On P. "SD2" - BALLOON FRAME WALL (HGT. PER PLN) PERI'D-7B" on P. "SD2' L - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - ROOFS to be FULLY THED BELOW ANY�OVEpRFRAME - TYPICAL BEAM LINTEL�HDR SPEC _ I.. - FASTENER SCHEDULE, P. `SDP) PER THIS PACE A- *TRUTYPSS ANCHOR ANCHOR SCHEDULE E orVALLEY SET AREAS Q "BB , B , H , Or L° @fi THIS PAGE - TYP. ANCHQR FOUR TOP//ggOT. CONNECTION ALL EXTERIOR WOOD r�" S EXPOSED TO WIND SHALL HAVE - TYPICAL POST/STEEL/MASONRY COLUMN A TYP. MASONRY C,D,IL . , , SPEC PER TRUSS ANCHOR SCHEDULE" STUDS tit 16' O•C., I0 BE DESIGNED BY TRUSS CO. O SPEC' PER SCHEDULE ON THIS PAGE g _ ryP, WOOD - MISC. ER on THIS PAGE �P", "T" Or "C" PER BOLL. rUPDR CAPACITY N POUNDS WANTITY UPLFT IBS I SEE DETAIL D-31F ON P.'�D2' FOR ARCHES IN FRAMED WALLS TYPICAL vETAIL", SPECIAL CONNECTION- L DETAILS/ EXTRA D IL REFERENCE TOP_ANCHOR 2-81 �NoFOR 'SD11 FOR STRONGBACK DETAIL D- `�- CONNECTIONS AS REFERENCED ON PAC{ SDI* AND "SD2" on THIS EIOT. AHCxoR E 2-C1 - ANNCNCR T`R E.B. # 7686 P.E. 72387 SEE DETAIL D SB ON F. O O O AS REaUI dD) `��_p'^ - - m m r � S 1. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, -MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. AS A MINIMUM, CONSTRUCTION SHALL COMPLY WITH THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL: ACI-318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE: AISI SPECIFICATION 1�%1 FOR THE DESIGN of LIGHT GAUGE, COLD -FORMED STAINLESS STRUCTURAL MEMBERS: AND AISC SPECIFICATIONS: NDS, 7 TI W NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, f .LATEST ADDITIONS. s �1 2 ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ' 3. ALL DIMENSIONS. AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. 4. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE. BUILDING IS COMPLETE.. IT IS THE 0 PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION Q k,r BUILDING AND ITS COMPONENTS. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING; SHEERING, TEMPORARY BRACING, GUYS OR TIEDOWNS. 5. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS.? DESIGN CRITERIA WIND : DESIGN IN ACCORDANCE W/ F.B.C. 2010. ROOF : LIVE LOAD - 30 psf FLOOR : LIVE LOAD - 40 psf RESIDENTIAL, W/ LATEST SUPPLEMENTS, T. CHORD D. L - 15 psf DEAD LOAD - 25 psf• and ASCE 7 -10 B. CHORD D. L..-.10 psf (INCLUDES 'GYPCRETE" FLOORING) - BUILDING DESIGN . .ENCLOSED TOTAL LOAD : - 55 psf - 65 psf - BASIC WIND SPEED : 170 MPH 1 - BASIC WIND PRESSURE : 37 P.S.F. - RISK CATEGORY : II - ASD FACTOR FOR WIND : 0.6 MISC. DEAD LOAD : SEE' ARCHITECTURAL. DRAWINGS, BY OTHERS, - INTERNAL PRESSURE COEF.: .18 FOR ALL FLOOR COVERING SPECIFICATIONS - WIND EXPOSURE : C. IS A CONTINUOUS LOAD PATH PROVIDED : - YES - MEAN ROOF HGT. 2-STORY 5 30'-0' ARE COMPONENTS and CLADDING DETAILS PROVIDED : - YES - MIN. SOIL BRG. PRESSURE 2500 psf ' SHOP DRAWING REVIEW: 1. SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS `1 ONLY. IT SHALL. BE THE RESPONSIBIUTY OF: THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS 1 TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ENGINEER TO REVIEW. 2. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR, PRIOR TO SUBMITTAL TO THE ARCHITECT/ENGINEER.! DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. TRACT DOCUMENTS ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER.41r 3. IN. ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER. FOUNDATION / SITE PREPARATION:5 1. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING CAPACITY OF 2,500 psf, FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95 % OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED JN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. 2. CONTRACTOR SHALL PROVIDE 6 MILL POLYETHYLENE VAPOR BARRIER OVER CHEMICALLY TREATED SOIL UNDER FOUNDATION SLABS. 3. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEOTECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION of SITE PREPARATION EFFORTS.. LOCATIONS FAILING TO MEET THE GEOTECHNICAL ENGINEER'S REQUIREMENTS SHALL BE REWORKED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ENGINEER. WRITTEN -' CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET r? SHALL BE OBTAINED FROM A CERTIFIED AGENCY. t CONCRETE: i. CONCRETE SHALL MEET AS A MINIMUM F.B.C. W1 LATEST SUPPLEMENTS TABLE R402.2 MINIMUM. SPECIFIED I CH 2. CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: �1 1 ; - 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE SEE PILE PLAN IF APPLIES THAT WILL BUPERCEDE ) "I - 3,000 PSI REGULAR, WEIGHT FOR BEAMS AND COLUMNS SEE "FOUNDATION PLAN" IF OTHER FOR SPECIFIC REQUIREMENT IN LIEU OF THIS SPECIFICATION) - 3,000 PSI MIN. COURSE GROUT, "BOND BEAM" (BEAMS). and FILLED CELLS (COLUMNS), U.N.O. 3. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, 'NTH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR I,yl TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" +/-1" PRIOR TO THE ADDITION OF PLASTICZER.ORTING, CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C 94 FOR MEASURING, MIXING, AM ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED F WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF R ANY ; REASON THERE IS A DELAY SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHA E DISCARDED. IT SHALL BE THE RESPONSIBILITY of THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESE NTTJVE AND THE CONTRACTOR OF ANY NONCOMPLIANCE WITH THE ABOVE. 4. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: - A. 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO .EARTH. B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER:. - 1 1/2" FOR # 5 Dia. BAR AND SMALLER - 2" FOR # 6 DID. BAR AND LARGER C. FOR CONCRETE NOT EXPOSED TO EARTH OR WEATHER: 3/4" FOR SLABS, WALLS; AND JOISTS 1 1/2" FOR BEAM AND COLUMN. PRIMARY REINFORCEMENT, TIES, AND STIRRUPS 1- FORMWORK: 1. FORMWORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, "RECOMMENDED PRACTICE FOR CONCRETE. FORMWORK". REINFORCING STEEL: n 1. REBAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI-318 STANDARDS AND SPECIFICATIONS. ALL HORIZONTAL and VERTICAL BARS SHALL LAP 48 BAR DIAMETERS of LARGEST STEEL IN LAP for FOOTING, DOWEL and BEAM STEEL TYP., UNLESS NOTED OTHERWISE. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS : # 4 Dia. BAR - 25" If 6 Dia. BAR - 36" # 5 Dia. BAR - 30" # 7 Dia. BAR - 42" 2. PROVIDE 30" X 30' CORNER BARS LAPPED. and TIED to EACH BEAM REBAR, TYPICAL AT ALL CORNERS PER DETAIL 11/S-4. WELDED WIRE MESH: 1. WELDED WIRE MESH SHALL BE ASTM A-185, GRADE S5, FREE FROM OIL, SCALE, AND SHALL BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE. PLUS TWO INCHES. ` MASONRY: 1. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATIONS MASONRY STRUCTURES" (ACI 530/ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES and SPECIFICATIONS FOR MASONRY STRUCTURES and COMMENTARIES), AS PUBUSHED BY THE MASONRY STANDARDS JOINT COMMITTEE. 2 PROVIDE 9 GA. LADDER TYPE HORIZONTAL JOINT REINFORCING at 16" D.C. TYP. (VERIFY WIDTH PER PLAN) 3. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN gI CONFORMANCE WITH ASTM C-90, GRADE N, Pm = 1500 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL a COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COARSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP of 8" to IT. USE ONLY MECHANICAL VIBRATION TO CONSOUDATE GROUT." 4. TYPE S MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. ALLOW A MINIMUM 72 HOURS FOR MORTAR TO CURE PRIOR TO GROUTING CELLS. 5. LAP VERTICAL REBAR 6 X BAR NO (48 BAR DIAMETERS) ., U.N.O. "CERTIFIED 6. MASONRY CONSTRUCTION SHALL BE PERFORMED UNDER THE DIRECT SUPERVISION OF A STRUCTURAL MASONRY CONTRACTOR'. THE SUPERVISOR E THE MASONRY PORTION OF THE PROJECT SHALL BE A "CERTIFIED STRUCTURAL : MASONRY CONTRACTOR' OR A "CERTIFIED STRUCTURAL MASON" AS RECOGNIZED BY THE FLORIDA CONCRETE AND PRODUCTS ASSOCIATION (FC&PA). THE SENIOR MASONRY SUPERVISOR WILL BE RESPONSIBLE TO ASSURE THAT THE WORK IS ACCOMPLISHED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS THE MASONRY CONTRACTOR SHALL SUBMIT CREDENTIALS FROM THE FC&PA TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO BIDDING. ` STRUCTURAL STEEL i 1. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9th EDITION, BY THE AMERICAN INSTITUTE OF .STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36,: Fy.= 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A-53, GRADE B, TYPE E OR S, Fy = 35 ksL TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE .SHOP. 2 ANCHOR BOLTS AT COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER'. BOLTS SHALL B ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OF -THE -NUT METHOD. 3. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL WOOD : 1. WOOD FRAMING STRUCTURAL MEMBERS: # 2 SOUTHERN YELLOW PINE (S.Y.P. # 2) (UNLESS NOTED OTHERWISE).. WITH AN ALLOWABLE BENDING STRESS Fb = 1000 PSI AND A MODULUS OF ELASTICITY = 1,600,00 PSI d (THIS DOES NOT INCLUDE INTERIOR NON -LOAD BEARING STUD WALLS, U.N,O.). 2. ROOF SHEATHING: 19/32" COX GRADE PLYWOOD, UNLESS NOTED OTHERWISE. -:3. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE: SHALL BE PRESSURE TREATED. 4. UNTREATED WOOD. SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. TRUSS NOTES 1. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED. AS. A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE ARCHITECT/DESIGNER PRIOR TO THE FABRICATION OF TRUSSES. 2 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN. ACCORDANCE WITH TPI-02, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION", AND "TPI/WTCA SCSI 1" COMMENTARY and RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. 3. METAL STRAPS & ANCHORS FOR ALL. WOOD TRUSSES SHALL BE I.A.W. LOCAL MUNICIPALITY STANDARDS &.MANUFACTURERS LITERATURE 4. ALL METAL STRAPS & NAILS TO BE GALVANIZED. 5. ALL ENGINEERED HEADERS & TRUSS HANGERS TO BE SUPPLIED BY TRUSS COMPANY. 6. ALL HEADERS TO BE MIN. 2 - 2x12, UNLESS SPECIFIED OTHERWISE. (SEE BEAM SCHEDULE) 7. TRUSS BRACING TO BE I.A.W. TRUSS MANUFACTURER & "TPI/WTCA BCSI-1". 8. ROOF DESIGN LOADS SHALL BE BASED ON CHAPTER 16 of the FLORIDA BUILDING CODE, LATEST EDITION W/. LATEST SUPPLEMENTS &ASCE 7 WIND PROVISIONS FOR ENCLOSED, PARTIALLY OPEN or OPEN STRUCTURES for COMPONENTS & CLADDING and. M.W.F.R.S 9. VERIFY ANY ADD'T BOTTOM CHORD BRACING PER TRUSS ENGINEERING. SPECIFICATIONS. ANCHORS - TYPICAL ANCHOR SPECIFICATION TO BE USED, AS REFERENCED THROUGHOUT THIS PLAN, to BE INSTALLED PER MANUF. SPECS -'C.MI - I T W BUILDEX "TAPCON" CONCRETE MASONRY SCREW ANCHOR -'WEDGE ANCHOR" - HILTI "KWIK-BOLT 3" EXPANSION ANCHOR -"P.A.F." (PINS) -. HILTI "POWDER ACTUATED FASTENER" - "EPDXY" - HILTI "HIT HY 150" SCHEDULES FASTENER SCHEDULE APPLICATION SIZE TYPE I SPACING REMARKS GARAGE DOOR BUCK TO CONIC. BLOCK COL SEE ARCHITECTURAL PLANS MTL STRAP TO CONIC. SEE ROOF LAYOUT FOR SPECIFIC ANCHOR SPEC BLOCK or TIE -BEAM PER TRUSS ANCHOR SCHEDULE NON-BRG. WALL SILL 1/2" 0 x EXPANSION " PLATE to CONIC. SLAB 4" EMB. W/ ANCHOR 1 O.C. and KNEE -WALLS WASHER METAL LATH end WIRE FASTENERS 16 IGA. W/ 6" APART - W I R E L A T H MIN.', 1 1 /4" # 101 - 1 SID LAPS PENEiTRA ON 9" APART 16'GA. W/ 6" APART - 3/8" RIB MTL. LATH MIN.! 1 1//4" # 101 1 SID LAPS PENEjTRAfl10N 9" APART CEMENT ROOF TILES N / A SEE ARCHITECTURALS ROOF/WALL/FLOOR SHEATHING F L 0 0 R .14811 4 x 3"L 10D GALV. COMMON EDGES FIELD - 4" - 6" - 3/4" (APA 23//32") T & G 48/24 EXPOSURE - 1 NAIL R 0 0 F .113' 0 . 2 3/8" 8D RI EDGES- FIELD 6" - 6" ZONE 1& 2 PER "ROOF 5 8" (APA 19/32 40Z20 EXPOSURE - 1 SHANK FASCIA FA IA - 4" ZONE" DIAGRAM 8D EDGES - 4 ZONE 3 .113" a x 2 3/B"L RINK FIELD - 4 MIN 4' or "a" PER ROOF ZONE" DIAL. SHANK FA � CIA - 4" ' (WHICHEVER IS GREATER) WALL t31" m x 2 1/2`L 8D GALV. COMMON ED FIELD ES - 4" - 6" - 1/2" APA 15/32) 4020 XPOSURE - 1 NAIL FRAMING BUCKS at EXTERIOR WINDOW BUCKS .099" 0 C O I L 1" D.C. ( 1 x 3 P.T. ) . x 1 T 2" LONG TAPCONS 6" ROM ENDS SEE D-20 , C.'M. S." i ALT 2 x JAMB 1/4"0 x " O.0 SD VERIFY W/ PRODUCT APPROVALS 1 1/2"EMB. ANCHORS - THR GHOUT SLIDING GLASS DOORS .099" 0 C 0 1 L 4 O.C. ( 1 x 4, 1 x 6 PT. ) x 1 i 2' LONG 1 4" 0 x NAILS THR GHOUT " D.C. SEE D-20 $D ALT 2 x JAMB "C. M. S." 1 VERIFY W/ PRODUCT APPROVALS i 1/2" EMB. ANCHORS THR UGHOUT EXT. SWiNG DOORS ( 2 x JAMB WIDTH P.T.) 1 //4" 0 x 4" °C M. S." 1 " O.C. SEE D-20 PER PRODUCT APPROVAL 1 1 EMB. ANCHORS THR UGHOUT SD NOTES : 1. STAPLES SHALL NOT BE USED FOR THE ATTACHMENT of UNDERLAYMENT, ANCHOR SHEETS, ASPHALT SHINGLES, TIN TABS, or ATTACHMENT of ROOF SHEATHING to FRAMING MEMBERS. 2. FASTENING of GARAGE DOORS, WINDOWS / S.G.D.'s and EXTERIOR SWING DOORS to FRAMING BUCKS SHALL BE PER MANUFACTURERS SPECS. 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED. 4. ALL NAILS TO BE GALVANIZED -TYPICAL ANCHOR SPECIFICATION TO BE USED, AS REFERENCED IN THIS SCHEDULE, to BE INSTALLED PER MANUF. SPECS -"C.M.S." - I T W BUILDEX `TAPCON' CONCRETE MASONRY SCREW ANCHOR -"WEDGE ANCHOR" - HILTI "KWIK-BOLT S EXPANSION ANCHOR -"P.A.F.' PINS - HILTI "POWDER ACTUATED FASTENER" a f- GABLE -END ' C3 HIP' ROOF i- a ROOF ZONE UPLIFT DIAGRAM (FOR COMPONENTS ABOVE ROOF SHEATHING) AT SLOPED ROOFS ZONE 1� - 40 PSF ZONE O - 70 PSF ZONE U3 - 103 PSF 'CAST=ICRETE' SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8"PRECAST &PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C SAFE LOAD IOUNDS PER LINEAR FOOT `►ww-oIl"' SAFE LOAD BEEF C""' SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH BUR 8F84B 8F12-013 BF 6-OB BF20-09 BF24-0 BF28-OB 8F32-011 TYPE - LENGTH SUB BFH REINF. CMU- TYPE LENGTH 8F8-1T OF12-11' U16 IT MTT BF2h IT 8F28-1T BF32-IT BF8-IB 81`12-18 BF 6-18 BF20-18 BF24-IB 8F28-18 BF32 18 8F8-2T 8F12-2T 8F16-2T BF20-2T 8724-7 8F48-R BF32-2T 2'-70'(340 PRECAST 2231. M69 4605 113 7547 8974. 10394 11809 V-10`(34'T PRECAST 1293 1 642 2135 2'-10"(34") PRECAST 1972 3173 00 5747 7034 8321 9608 N169 4fi05 113 754] 8974. 10394 11B09 1972 3173 4469 5747 J634 8321 960B 3'-6".:(42' PRECAST 223L 3069 3]19 163 6607 SON 9502 1095i 3'-6"` (42' PRECAST 1025 1024 1830 3'-fi' (42� PRECAST 1569 -254E M47 -'4569 55, 6613 7636 3069 4605 113 7547 8974 10394 11809 1569 M24 M47 45 559r 6613 7636 '4'-D" (46' PRECAST 19fi8 2561 2751 820 M90 5961. 7034 8107 4'-0` (481 PRECAST 765 763 1365 4'-0' (480 PRECAST 1363 2192= J9 3 6 4853 5740 6627 2693 4605 113 7547 8974 10394 11009 1363 `zlsz X79' E3966 4853 5740. 6627 4'-6" (54' PRECAST 1969 2110 931 3753 4576 5400 6224 4--C (541 PRECAST 592 591 1057 4'-6'.(541 .PRECAST 1207 1940 2724 a508 4292 5077 ` 5861 7599 va9 4375 u3 75a] 86oz iozs4 ne9s 1201 "'1840 2724 3509 ':429rz sm] 5e61 5'-$ (641. PRECAST 1217 1349 1430 1999 2560 3123 3686 4249 5'-4" (64� PRECAST 411 411 734 5'-4'. (64' PRECAST 101E 1632 - '...2949 3607'. 4265 4924 1663 3090 5365 7547, 73421, 873 1012J„ 1016 1 1632 UN A49 3607 4265 4924 5'-10'(70� PRECAST 1062 1105 1173 1631 2090. 2549 BEN U70 5'-10'(70'0 PRECAST -.340 339 607 5'-70"(70� P;RECPST 909 1492 2093 2694 3295 3897 4498 -. 1451 2622 4360 7168 u E036,y 71811n 8328 929 1492 2093. 2694 3295 3B9] 4498 6'-6` (78' PRECAST. - 908 1238 21A II W31 3707 4383 5061 6'-6" (78� PRECAST 507 721 483 6'-6` (78' PRECAST 835 , ' 13Q 1880 2419 2959 3498 4038 123E 2177 480 5361 8360 1039 , EB25 , 835 '1340 1880 2419 2959 3498 4038 T-6" (90� PRECAST 743 1011 1729 2632 2205 2698 3191 3685 T-6" (901 PRECAST 424 534 357 T-6' (90' 'PRECAST 727 1021 16341 2102 , 2571, b39, 3508 1011 1]29 2661 3898 5681 8467 a 6472 s 727 1166 1634 2102 2571 W39 350E 9'i` (712� PRECAST 554 699 1160 1625 2564. 3486 281E 3302 9'-4" (112� PRECAST 326 512 `2Z7 9'-4' (112' PRECAST 591 680 1133, 1471 1811, 2152 2494 752 1245 IBU 2564 3486 4705 63900 591 851 1326 1705 2084 2463 2842 10'-6'(126� PRECAST 475 535 890 247 2093 27P 2163 253E 10'-6'(1261 PRECAST 284 401 178 to'-6'(126' PRECAST 530 552 914 a 1185 14M ,. tA2„ 2007, 643 I052 533 2093. 2)81 36Q 4]54 u 530 � 686 1183 152E 1885 2204. 2544 11'-4"(1367 PRECAST 362 582 .945 366 1846 2423 3127 400E 71'-4'(136'0 PRECAST 260 452 152 ii'-4"(136' PRECAST 474 1 798(, 1034 1272, 1510, '1149 5B2 945 368 184E 2423 3127 400E ' 599 1028 1422 1730 2053 2369 12'-O'(144� PRECAST 337 540 873 254 16M 2193 280E 3552 12'-0'(144� PRECAST 244 402 135 12'-0`(744� PRECAST "1. 723( 936 , 1151 1388 1582 540 873 ))254 16M 2193 2805 3552 543 `928 1349 1649 1940 2247 13'-4'(160� PRECAST 296 471 755 P75 1428 1838 2316 2883 13'-4'(160') PRECAST 217 324: 109 13'-4`(160'�PRECAST 373 BOB " 783 962 1 1141 " 132101, 471 755 - 1428 1838 2316 2883 - 455 770 1145 1441 1718 1993 PRECAST 279 424 706 1002 1326 1697 2127 2630 14'-0". (1 Bed PRECAST 205 293 98 14'-0"(16B'0 PRECAST442 N224 }q6 `5591u 723 B87, 1052 , 121814'-0"(1687 706 002' 1326 1697 2121 2630 420 709 1050 14N 1694 1954 14-8'(176� PRESTRESSED N.R. NR NR NR NR NR NR NR 14'-8"(1761 PRE57RESSED .: N.R. 284 B9 14'-8"(176y PRESTRESSED458 323 390 519 , 655 671 ,1 961F, KV, 1324 976 1625„ 1129ryq 1674NR 763 370 1902 2245 2517 2712 PRESTRESSED ".N.R. NR NR 'NR NR NR NR 15-4"(1841 PRESTRESSED N.R. 259 82 15'-4"(1841 PRESTRESSED412 302 05 626 767 We , 1852pj 710 250 1733 20M 2320 2513 364 609 097 1224 15620, 1801 17'-4'(2081 PRESTRESSED N.R. NR NR NR NR NR NR NR 17'-4"(208j PRESTRESSED N.R. 194 63 17'-4`(208") PRESTRESSED 18]255 192 303 404 500 520 0 732 63J , 993 ]54 -1268, 8I2 1470 , BOB 548 '950 132E 1609 1849 77 19'-4" 232 PRESTRESSED ( 7 N.R. NR NR NR NR NR T9'-4"(232wJ PRESTRESSED N.R. 148 51 19' 4"(232j PRESTRESSED 162 222 347 n 448 ry 546 046 0 746 ryp 235 420 l0A 1282 1515 1662T-4'(2561 261 424 616 831 ID57r" 1225 ry9 PRESTRESSm N.R. NR NR NR NR NR 21'-4`(256� PRESTRESSED N.R. 125 42 21'-4-(2561. PRESTRESSED 142 198 3061, 393 4Bo 1„ 5670, 654160340B45 1114 1359 142 280 369 531 713 90J 1046n 22'-0" 264 PRESTRESSED ( N.R. NR NR 17� NR NIR NR d1222 22'-0'(2641 PRESTRESSED N.R. 116 39 22'-e(2641 PRESTRESSED165 137 1192 MS 37B , 461 545 , 629 315 784 1047 12M 137 2rzt 354 508 681 861 , 917 PRESTRESSED N.R. NR NR INR. NR NR 24'-O'(2881 PRESTRESSED N.R. 91 33 24'-O'(288' PRESTRESSED129250 124 124 IDS 200 26J 316 341 45O 416 , 600 491 756 4 56624'-0'(288� 875 654 884 1092 (#) THE NUMBERS IN PARENTHESIS GR40 FIELD ADDED REBAR. ARE PERCENT RED CTIONS FOR �NE SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS FOR'GR40 FIELD ADDED REBAR. ARE PERCENT REDUCTIONS - ALL VALUES TAKEN FROM "SAFE LOAD - ALL PRECAST PRODUCTS ARE TO UT()E TABLES 6y' "DASGRETE J 2003 EDITION - - PRECAST PRODUCTS BY OTHERS TO MEET or EXCEED VALUES STATED ABOVE - PER MANUFAelUR RS SPECIFICATIONS - - PROVIDE MINIMUM 4" of BEARING. PAST EACH S1DE of WINDOW OPENING - } 3'-0' -- -SPLICE AT MID- ------------------ ..' • } 4 2 TO FLOOR TRUSS S LICE ATNAILER 4 I J T IIS#_II _ SPECIAL CF NNI1; I a CENTER PLATE ON BEAM TYP. "NELSON STUDS" -' -.' -- 1- - 12" MASPERONRY P RN BEAM e3 TOP VIEW SIDE CAP : 121 X 7"W W/ (3) 3/4" X 71 "NELSON STUDS" PER VER- i2 SIDE -A SIDE-B CAP : 8"W X 11"H X "W" W/ (2) 3/4" THRU-BOLTS TYPICAL CAP } 2" T.S. COLUMN 1 - M T o n ALT. RECESS GROUT O " BASE PL (4) ANCHORSI H4 I _...... - L J STL. PLATE + 3" TYPICAL BASE TYP. COLUMN . 4" X 4" X 1/4"T TUBE STEEL TYP., FILLED SOLID TYP. SEAT PLATE : 1/ 2"T STEEL FOR ALL GIRDER BEARINGS TYP. TYP. BASE PLATE : SIZE ABV. X 3/4"T STEEL TYP. W/ 7/8" HOLES FOR 3/4" WEDGE ANCHORS TYP. W 4" EMB. at BALC. SLABS VER. RECESS REQ . and 6" EMB: TYP. ALL OTHER U.N.O. PROVIDE RECESS FOR FLAT BRG SURFACE AS REQUIRED) STEEL COLUMN DETAIL s1- ; -ALL STEEL TO BE CON'T 1/4" FILLET WELD TYP. N. T. S. - ALL STEEL TO BE 1/4", ASTM A36 UNLESS NOTED OTHERWISE - PROVIDE 13/16" HOLES FOR ALL BOLTS AS REQUIRED - - PAINT FINAL ASSEMBLY - CONTRACTOR TO VERIFY FIT - TRUSS CO. TO PROVIDE ADD'T VERT. FOR BOLTS AS REQ. - 4R - ASSUMES 5 1/2"H BOTTOM CHORD (ADJUST ACCORDINGLY) 6i - ALL WEDGE ANCHORS to BE STAINLESS STEEL - -- L E L M I S C E L L E S I MEMBERS (61) ----__ - =- - O ADD 2 X 4 S.Y.P. 2 NAILER at A. TRUSS W 2 i6D E / t) NAILS to TOP/BOT TRUSS CHORD (N/A W/ VERT. WEB) 2-D" Z 20 2 X 6 S.Y.P. # 2 "STRONGBACK" ` ION VERT. MEMBER (4'0) W/ (3) 10D ALT. 2-16D) NAILS to NAILER 'A , or TO VERTICAL VERT. WEB CHORD "B" AS ALLOWED (PLACE © 2) ANYWHERE BETW. FUR. TRUSSES) OAT ENDS, PROVIDE 2'X 6 P.T. NAILER W/ (4) 1/4" X 3 1/2"L 2 TAPCONS to MASONRY or 2 X 4 X" BRACE I PROVIDE 2X 6S.Y.P. # 2at SPLICES, AS SHOWN ABOVE, W/ (3)10D (or ALT. (2)16D) NAILS at ENDS & 24' O.C. TYP. SB NSTRONGBAC . DETAIL N. T. S. - "STRONGBACK" SPEC. ABOVE IS TO BE INSTALLED IN ABSENCE of REQUIREMENTS FROM THE TRUSS MANUF. CO. - "STRONGBACKS" TO BE L CATED MIN. 8 FT. D.C. THROUGH FLOOR -TRUSS SPAN. - ADD 2 X 4 "X" - BRACE EVERY 20 FT. LENGTH.- 1� TOP/60TTOM PLATE : 2 X 6 SYP # 2 W/ (3) 1OD NAILS TO BLOCKING or TRUSS ABOVE & BELOW TYPICAL. (ALT. 10D NAILS TRUSS GIRDER ALONG TRUSS 6" O.C.) 7 WALL ; 2 X 6 SYP # 2 STUDS 16" O.C. S a O W/ (3) 10D TOE -NAILS TO TOP/BOT. 3 1 3 OUT PLATE TYPICAL OUT IN 3 O3 SHEATHING : APPLY TO OUTSIDE PER IN 2 OUT 7t6 FASTENER SCHEDULE" ON PAGE "SDI" ALL 4 O BLOCKIW/ (3)N 10D TOE -NAILS (2/i PER 4SI E). AT EA. END TO TRUSS TRUSS BELOW TRUSS BELOW MASONRY WALL O NAILER 1 : 2 X 4 SYP # 2 W/ (3) 10D NAILS AT TRUSS TOP/BOT. CHORD & EA. PE RFE3NDICULAR PARALLEL PLAN WEB IN BETWEEN O © NAILER 2 2 X 4 SYP # 2 P.T. W/ i/4" TAPCONS W/ 2" EMBED 12 O.C. TO MASONRY &=-�WTffML N. T: s, - GDR" + 1/ ' ' • .�mott y O: m NO..■ O" VER. ' 4" 4" 5^ 11; c u6 O FRONT SIDE TOP HANGER to MASONRY : 6 - WEDGE ANCHORS_: S2 - -BOLTS GIRDER to HANGER : 3 THRU l / iF WEDGE ANCHORS : 3/4" DID. x 4" EMB. HILT] "KWIK-BOLT II" L- fib, THRU-BOLTS ; 3/4" Dia. W/ NUTS and WASHERS GIRDER to MASONRY s2- Si' REVISI�'�NSi _ ALL TEEL TO BE CON'T 1' 4" FILLET WELD TYP. - N. T. S. �J ALL STEEL BE 1 4 ASTM A36 UNLESS NOTED OTHERWISE - -- ---- - PROVIDE " ia: HOLES FOR ALL BOLTS AS REQUIRED 1 is D - - PAINT FINA��,/ASSEMBLY - - CONTRACTOR TO VERIFY FIT - FIELD 'GERIFY ALL CONDITIONS PRIOR TO FABRICATION - TO BE G A L V A N I Z E D A- f o .c3rvo4 K SHEET DATA: MODEL: 6511 COMMUNITY: RIVERBEND LOT #: 20 DRAWN BY: SM/RC CHECKED BY: RC/VH DATE: 05-29-15 SHEET DESCRIPTION: STRUCTURAL NOTES I ] MISC! SCHEDULES' & - DETAILS ELEVATION: R 1J GARAGE: RIGHT BRENNAN ENGINEERING INC 1600 S. DIXIE HWY. STE 400 BOCA RATON, FLORIDA 33432 (561) 392-3748 E.B. # 7686 P.E. #"72387 SHEET: t J, Victor Hernandez E.B. # 7686 P.E. 72387 I N rl..' i., •V:, [pg,�. �; � , .r � g+Kl I} r. ,fir- .41. � �...s,, di r , d� 5 "a [ �- ;r ,^I ``; '��'.'�.... u.. Ce .. 2 , ''{I �:,.. ',r `� lF���i� ;) a� F, r_ .. 173 `y' t' �i�,�,.. ,: � ` `' ' i r',. aft = "..• I,,, `:' - , a f� „ ii_ 7 A' �, s• r� A,. x� 1.' a r/ Li .�dl l < 1 i '., W �:. ,� ,! cn 1 ar � .r J cu =l ROOF : BY OTHERS OVER 5/8 TRUSSES : APP. ENGINEERED WOOD BUCK to MASONRY SEE "PRODUCT APPROVAL" FOR ALL DROP "V-SET" TRUSS ° C.D.X. PLYWOOD (SEE ARCH. PLANS) 12" ,� at 24" O.C: ALL TRUSS BRACING CONIC.BEAM STL. CORNER BAR BOND -BEAM STL. CORNER BAR APPROVED ANCHOR TYPES for OUTLOOKER SLOPE - TO BE PLACED AS SHOWN ON TRUSS OUTER STL. ONLY \GARAGEDOOR _ TIE TRUSS TO BOND -BEAM ; PER ELEV. ENGINEERING (SEE ROOF LAYOUTS FOR LAP LAP BUCK: 2 x 6 S.P. # 2 P.T. WOOD \ BY OTHERS r - s J- ' s ' r TYPE CANT or STD. \\\\\ / . TRUSS OVERHANG ) MOISTURE BARRIER : AS PART of TRUSS ®EA. SIDE OF GARAGE DOOR ANCHOR W/ ALT. 30 # FELT PAPER - TI n BETWEEN ROOF -TRUSS &MASONRY �� _ BRACING : PER DTL, 39 AS `• • .° •. . ' :.n w S ?. ®:7 ®•® '�' 2 X 6 OUTLO ER � r _IOrINDICATED ON ROOF PLAN ®�;®®®""i' ®4XI-, 41 " I GARAGE DOOR OPNC. r - ---- T. of BEAM, B. of TRUSS CROSS INSIDE STL. FASCIA : PERARCH. PLANS, ' ° W 3 - 72D GUN -NAILS to"88-1 : TYP. at TOP of 1ST or 2ND FUR. MASONRY T. of BMa T.of BM ( MASONRY WALL MASONRY COLUMN (C,B:S. AR "O" BLK) / WALLS SUPPORTING ROOF TRUSSES to BE 8 X 16° --EACH TRUSSUN1EL BLOCK COURSE S W STEEL IN POURED sn/ BUCK DTL. OUTLOOKER : MIN. 2 X 6 S.Y.P. # 2 at CONCRETE; U.N.O. (S BEAM SCHEDULE) o *—"'GE ?''FI 24" O.G. W 3 - 10D TOE -NAILS to 1ST o.x ER C -- REINF. TO BE CON'T FROM FTG. TO T E-BEAM W ALL N. T. S. / FASCIA :SEE DETAIL 1SOFFIT :PER ARCH. PLANS " / TRUSS IN, W/ U.S.P. MP34" W/ 4 -SDI f •I n J '� - - , ;->a ACT" DETAILS &DEVELOPMENT LENGTHS ADHERED TO. NAILS to TRUSS & OUTLOOKER 2 LOC. Oil ri _�, II ALT. DROP UNTELS ° = i.: > r, 1 -GARAGE DOOR MANUF. TO PROVIDE ATTACHMENT TO "BUCK" ( ) ...,. -._ _.__._ m r n. - _.... t n OVER OPENINGS W/ I • . y k T. of WINDOWS PER ELEVATIONS _ 'L " _i I STEEL PER PLAN d %, L1___L� A : 2 # 5 BARS DIAGONAL SPACED 2" MIN. to 6" MAX. FROM ARCH EDGE TYP. °OUTLOOKER" to BEAM U. S. P. BLOCKING 2 x 4 P.T. BETW. GI -------------- ADD W/ ALT. MID -STEEL ADD W/ DBL. BOND -BEAM "HTA16" W/ 5 - 16D x 11/2" ALL "OUTLOOKERS" W/ 2 - 16D C o , -FOR 13"-20"W.BEAM, USE 3 BARS -FOR 21"-24"W BEAM, USE 4BARS a ROOF TRUSS B : EXTEND BARS MIN. to MIDDLE of OVERALL BEAM HGT. TYP. NAILS EA. ANCHOR TYP. NAILS EA. END. TYP. EXT. WALL : DECORATIVE CEMENTITIous o ELEVATION PLAN ELEVATION PLAN I" FLOOR : GYPCRETE DECK o C : FOR SINGLE ARCH, DIAGONAL BARS REQUIRED WHERE °C" EXCEEDS 16" _ _ j FINISH OVR. 8" X 16 C.M.U. W/ ## 5 BARS OVER 3 4" T & G C.D.X.PLYWD OVER `! 1 2 L _ D : EXTEND BARS PAST VERTICAL DOWELS at SIDES TYP. r- - -' i---- N FILLED CELLS PER COLUMN SCHED. / V CONCRETE BEAM BOND BEAM E : 4 MIN. to VERIFY W/ WINDOW MANUFACTURER ____ram `__ r __ r=__ r _=_r -- ^� al o SIZE & SPACIN� ANCHOR PER DTL; d _ _ _ _ f'. FLOOR -TRUSS SEE FLOOR L.O. FOR N F : FOR MULTIPLE WINDOWS (2 or MORE) DIAGONAL STEEL REQ. AS SHOWN u r MOISTURE BARRIER PROV. 30 # FELT ii ¢ TYPO r . MASONRY CORNER CROSS „ 12-9 T. of BB-1 0 0 C S W 2 x s ounoa ER ----- PAPER BETW. ROOF-TRS &MASONRY -- - z z JL ' CROSS W/ / z LAP ALL STEEL PER MIN, REQUIREMENTS AS N T. S. «' p .. ! MULT. ARCH , m i MULT. ARCH. o STATED IN "STRUCTURAL NOTES PAGE "SD1") W ^ I a m v a f BB-1 QUANTITY of CORNER BARS DE1I�RMINED BY >., - ^k' 1;; r ___ _ a 12-1 T o °. SLAB x G. PANEL JOINTSS ND TRUSSIIN),F TTP. - - - - - - - - - - - - - - - - - o a MIN. INTERSECTING BEAM STEEL ;• .. Y° •x '',• FASTEN TO TRUSS TOP( CHORD W/ \� LE., IF 6-BAR CONCRETE BEAM INTERSECTS W BB-1 i 1r'' ( " a 3 - 10D TOE -NAILS 'BB-1 (PERPENDICULAR ar "BB-2" (PARALLEL) : }•, o o = lO FOR ROOF TRUSSES SPANNING UP TO 10'-D"L : ONLY 1 CORNER BAR WILL BE REQUIRED, ETC. "F" "E" "0" - / A" TYP. at T. of 1ST. FLR.ASONRY WALLS SUP- ,� USP "HGAM10" TO T. pf BEAM W/ (4) W515 / C \ >> I I RAKE BEAM : PER -� y O O L _ _ _-_ - - - - - - - - SCREWS TO TRUSS W 4 1 4" X 1 1 4" I 9' "0" TAT. BRACE RAT -RUNS :PER DTL. 39 pETAIL m BELOW PORTING FUR. TRUSSES to BE 1 or 2 8 X 16" a / H/ , aI LINTEL BLOCK COURSE S W STEEL IN POURED I rPBIPBOIdAAR PARALLEL / O / / (SEE ROOF L.O. FOR LOCATIONS) i4 / / H "WEDGE -BOLTS" (TAPCONS) TO T. of 41E411 ADD'T PAD -OUT : (1) ADD'T 2X SY.P. # 2 ALLOWED TO DETAILS BELOW W/ (2) ROWS OF 10D I CONCRETE; U.N.O. (SEE BEAM SCHEDULE) < o 0o PROVIDE SAME STEEL IN CORRECT LOCATION PER NAILS at 12" O.C. STL. COL. MSNRY WALL MSNRY WALL STL. COL17 f' ALT. DROP o ROOF TRUSSES'SPANNING 10'-0" TO 30'-0"L' PLAN &EPDXYW/ EMBED PER STEEL SIZE ABOVE FRAME WALL PER PLAN MULTIPLE SINGLE ------------------------------------- FOR-7 f q LINTELS OVER o 2O ADD USP "HTWM20" W/ (4) 1/4" X 1 3/4"L POWEiS �� 2 x 4 S.P. # 2 NAILER :RUN CON'T ALONG /na t " III, OPENINGS W z "WEDGE -BOLTS", or TAPCONS TO MASONRY W USE SIMPSON SET-XP 2-PART EPDXY, ,' T. of WINDOWS PER ELEVATIONS - _ / + / WINDOW S.G.D. WINDOW S.G.D, l M) M A S 0 N R Y 601 CHORD LINE, ANCHOR TO MASONRY Y W - R L STEEL PLAN (8) 10D X 1 1/2" NAILS TO TRUSS INSTALLED PER MANUFACTURER'S SPECS VERIFY ALL CONDITIONS IN FIELD - W/ 1/4" x 2" EMB: TAPCONS 24" O.C. i t SILLS : 8" X 8" BOND -BEAM or POURED / OCGf1r1/1NG ) MISSED ROOF TRUSS STRAP MISSED DOWEL STEEL CO4 LUMN' CONIC. W/ 1 5 BAR; EMBED 4' INTO *ANGLE BRACE: 2 X 6 S.Y.P.2 at 45 DEG, ANCHOR TO TM p�yF # 1 x S.Y.P. 2 BUCK : # ''r'C� n POURED CELLS AT EA. SIDE. FOR SPANS ".: FOOTINGS: SEE FOOTING SCHEDULE J - NO MULTIPLE QUANTITY RESTRICTIONS - NO MULTIPLE QUANTITY RESTRICTIONS 2'X S.Y.P. 2 NAILER W.T. FRAME W 3 - lOD at EA. END Iz' 1 GREATER THAN 6'-0", PROV. # 5 DOWELS sa' FOUNDATION PLAN FOR SIZE & STL REQ. ANY MISSED GIRDERS ANCHORS TO BE ADDRESSED' 8D NAILS a 6' D.C.O/ ( ) - / V1 ( ) OR AS REQUIRED (PLACE at rRONr &REAR FOR ARCHWAYS GRTR. THAN 8 W) ONE 177" X 1 2 EMB. P.A.." PINS i TIED TO SILL EVERY 4'-0" O.C. MAX. SEPARATELY ON A CASE BY CASE BASIS of 16" O.C. to STL. COLUMN or 1 4" # # / / `+ E / 2 x S.Y.P. 2 BUCK : ALL TOP PL: to TRUSS : 2 X 6 S.Y.P. 2 MIN. HGT 1 1 2" W 2 X r ( r' F: SLAB : SEE FOUNDATION PLAN FOR EXACT o X 2 3/4" SELF -TAPPING SCREWS 10D NAILS at 6" O.C. W/ 3 16D NAILS to EACH TRUSS TYP. TOP FRAME MEMBER Zq MNY' pER" EXT. WALL :DECORATIVE CEMENTITIOUS ? SIZE AND STEEL OVER APPROVED VAPOR S ppKERs Np OUTUOI TO DBL TOP PLAIL I 'V,_; u, BARRIER OVER WELL COMPACTED POISONED �. 'a TYPO REPAIR DETAIL Z� P FINISH 01 8" X 16" C.M.U. W/ # 5 BARS ( ) 8 CO 'STEEL COLUMN NNLER ' O' FRAME WALL BUCK - pU .TRRH USP "RT15 W/ (4} 8D NAILS Y :I IN FILLED CELLS PER "COLUMN SCHED. y . w SEE FOUNDATION PLAN for ANY ADD'T STL v = Q pOF EA: END 1.' it ANYMM MISSED GIRDERS ANCHORS RESTRICTIONS ADDRESSED ..... R RECESS : 1 1/2" TYR. AROUND EXTERIOR ° SEPARATELY ON A CASE BY CASE BASIS B PAD OUT : MIN. 1 X 6 or 2 X 6 PERIMETER WALL r L, ij V' T. of SLAB -.` O P.T. MATERIAL AS REQ. ! .P.T. _ - �. - IONS AT ROOF TYP. OPAD-OUT" to MASONRY WNDW BUCK . 1 X 2 �., 4 MIN., GRADE r• - SEE DETAIL 7F FOR WALL CONNECT 1 NAILER . CON'T 2 X 4 S.Y.P. # 2 EXTERIOR ODOR T"„ ^ .' ' "` STUD TO TOP PLATE/HEADER CON'T W/ 2 - 10D NLS6. to T. of SLAB FIN. `GRADE L .• 1-STORY O W/ (3) 10D NAILS TO EA. STUD 1/4 X 2 EMB. TAPCONS TO EA. BLOCK TYP. 4r _ USP "RT8A" W/ 8D NAILS REVISIONS: PER PLAN 2X JAMB WIDTH at 12 D.C. STAGGERED 9p w f ! r III-111 111�111-III- ALL HOLES) k! MIN., GRADE III=� III=I1= LI "f_I-1' _ WALL 9NDS HNQ WALL : 2 X S.Y.P. # 2 STUDS�2 (FILL LES ( al. to B. of FTG: -IU-III=IIY=III -- =1' 2 ` - ______ -' ___-_______ PER PLAN 16' O.C. CON'T FROM P.T.PTBUCK BUCK to 2 X.8 P.T.:(STAGGER NLS.) z BLOCKING :MIN. 2 X 4 S.Y.P. 2 SPACED '. -II' _ _ III III- - ---- --- -- B. of FLOOR -TRUSS BRIG. D 0 0 R - 2 X - 10D NAILS at 1 O O.C. # 6" APART. ANCHOR to SHEATHING W/ `r 1 X - SD NAILS at iO" O.C. w 1` WALL to WALL : U.S.P. "SPT" W/ MASONRY WALL and COLUMN PER PLAN N 3 - 10D NAILS EA. SIDE ooz L{ I'I ROOF *SIDES- 2 X 8 P.T.W� .145" X 1 1/2 TRUSS (6) 10D X 1.5'L NAILS (3/SIDE) WA L L. S E C T. I O N I / 4" O.C. (; •: ° WINDOW- S.G.D. 3/i6" XV761/2A•EMt3.Pl CSM.S.t ANC. at 12�O.C.T(MIN. 3) �wU TYPICAL :HEADER 1 / / / aIF - REFER TO "TRUSS ANCHOR SCHEDULE" on "FLOOR/ROOF LAYOUT" PLAN" - N. T. S. - ROOF - NAIL ALL SHEATHING PER "FASTENER SCHEDULE" ON PAGE "SDi" TRUSS ;'': P.T. BUCKAN�C. at 8"80.C. TIP. tat EYEBROW & 1/2 CIR.} ------- --- - -WINDOW S Cx . - - SEE ARCHITECTURAL PLANS FOR ALL OTHER INFO - --- - ---- / D ARCHWAYS at LANAI ATIo AREAS 1/ JACK STUD UNDER HEADER TfP. - �I x W) Y FULL HGT: STUDSFLOOR ;NAIL DBL TOP PLATE TOGETHER W/ 10D GUN -NAILS I A CHASE 1 A C 1 TRUSS 3 Tai t 1s AT 12" O.0 W/ 48" LAPS W/ (12) 10D GUN -NAILS FLOOR I �)< I CASE z WINDOW/DOOR BUCK DTL. .x o -STORY TRuss to 2PD TRUSS 0 2 p _ --- �BRpyy -- °� BALLOON FRAME S N E E T S A TA: HEADER WALL t0 MSNRY ALT HEADER 2 THIS DIAGRAM 1S A GENERAL DEPICTION of BUCKS AS N. T. S. ` Cb) -SEE ROOF OVERHANG" ABOVE FOR ALL OTHER REQ." FLOOR I / A I • SPECIFIED. VERIFY EXACT LOCATION of BUCKS PER ALT, 2 X 6/8 BLKG. W/ 3 - 10D NAILS/BLK/SIDE' T. of Wnu -SEE "b-7F" ON THIS PAGE FOR ALL OTHER FRAME WALL --- - - - - - -_� " ________ MANUFACTURERS REQUIREMENTS. (SEE ARCHITECTURALS) ALT. 1/2" WEDGE ANCHOR W/ 4" EMB. (1/SDE} REQUIREMENTS TO REMAIN THE SAME ®- L_ - 41FSEE FASTENER SCHEDULE' on PAGE ON PAGE "SDI- „ MODEL: 6511 1 24 (SEE WINDOW BUCK DTL. FOR TYPE BUCKS) —•n T TRS/JOIST to WALL : a,Il - BUCK to MASONRY ANCHOR - COIL NAILS or "C.M.S. ANCHORS it WINDOW OPNG. UP TO 6-4 OPNG r 8"W X 8"H MIN. POU CONCRETE RAKE BEAM W 1 5 BAR COMMUNITY. RIVERBEND 24 O.C., SEE ROOF- HEADER DBL PL. W/ s a3 s ,:'I PER FASTENER SCHE U�N PAGE SDi N LENGTH REQ. for GAR. O.H. OQORS or OPEN "' ANAI�PATIO" ARCHWA POURED # ROOF LAYOUT FOR PER PLAN 2 1g Q3 FLOOR -TRUSS TO DBL T. PLATE : CON'T W �g}HOR,� 5 VERT. DOWELS W/ STD. HOOK 4'-8 O.C. MAX. ANCHOR SPEC 2 Too eni EA. END. (FILL ALL HOLES) - W MAWO Y1W C.M.S.N ON�CRETENCASONRYRSCREWK ANCHORS ( / F R A M E "' ',� LOT 2'-0" _ /I /M ABOVE P INGS, TIED TO ONE SIDE OF BEAM STEEL, TYR. 20 /� ) - SEE WINDOW MANUFAC URERS SPECIFICATIONS FOR TAPCON _ FILL ALL MASONRY ®LID to . ,� ,'_; SM/RC 2 TOP PL to WALL : ARCHWAYS ABOVE ASSUMED TO BE 8"W, and INCREASE RAKE BEAM ABV. OPENING / BOTTOM CHORD BRG. SIZE and SPACING FOR ASSEMBLIES TO MEET:. DESIGN LUMBER SIZE ACCORDINGLY FOR 12" WIDE ARCHES TIP. # 5 DOWELS FROM -"j-,, DRAWN BY PER PLAN 2 - 2 -SPr S.Y.P. # 2 W ALT. FRAME DOWN B W ROOF AND/OR FLOOR TRUSS s- PRESSURES AS STATED ON ARCHITECTURAL PLANS. iIF - USE 2 2 X 6 MATERIAL FOR 16"W ARCHES 3b x 30 CORNER BAR, PRECAST to RAKE BEAM 1,: CHECKED BY. RC/ VH z 12 U. S: P. "SPT W/ 3 - 10D BELOW HEADER / / ATTACH WIRE LATH & 5/8" SHEATHING PER "FASTENER SCHEDULE" (P. "SDi") TIE TO RAKE BEAM ®Nd HN- NAILS EA. SIDE TYP. (6 TOT.) -- - DOOR FRAME ANCHOR'- PER MANUFACTURERS SPECS. FOR ARCHES IN WOOD FRAMED WALLS, SIMPLY TIE -BEAM STEEL TYP; AZ T(P• DATE: 05-29-15 N r. W �: STUD to TEEL COL : DISREGARD P.T. WOOD W/ C.M.S. ANCHOR SPECS ALLOW +/ 2 BELOW FRONT VIEW WALL 2 X S.Y.P. 2 STUD .177' X 2"L HILTI PINS WRAP AROUND TOP CHORD I;?` TRUSS TOP CHORD, yER, yp� PER PLAN at 16 D.C., U.N.. ;..i:' ®PAF at 24" O.C. PROVIDE HOOK BAR 10" INTO CELLS 12" MIN. 8"-10" STD. or RSD. HEEL '' f _„° SHEET :,DESCRIPTION: a li ALr.(sn.)cotuMN STUD to B. PLATE : (UP or DOWN) TOP STEEL ONLY) W/ 30" TAW '�' ® STUD to MASONRY : MIN. 2 -i6D TOE -NAILS 1 SIDE ;:•. 30" LAP TO BOND-�EAM STEEL T. of BEAM PROVIDE SLOT/S Y �- g 2" X P.T. W/ 1 4 X (/ ) °.. • FOR STEEL &GROUT t� %�� 7 TO POUR THROUGH 0 2 EMB. TAPC(�NS 38• 4 B. PLATE BOOR 2ND F LA UPPER BOND -BEAM STEEL oss� 19 at 12" O.C. TYP. N .5 16D NAILS 8" O.C. to TRUSS .. CON'T IN CONCRETE FILLED ^ -'yam �.• �� I I pp� .T ,.::", GVPCRETE DECK OVIL GYPCRETE DECK OVR: -:: LINTEL BLOCK/S 'fy, . �, 1 �_• TOP of STD. WALL SECTIONS & 17 18 g LI 3 4 c.D.x. T & c Pl wD 3 a C.D.x. T & G PLYriD 4 �*�� _ ---- 5 GYPCRETE DECK 01 I--- ✓_ TIE BEAM NTs 6 T. of FLOOR _ 2ND F.F. ° L�_. w 1 a _ 3 a c.D.x T & G PLYWU - - - - - - - - - - - - - - - - - I b DOWEL STEEL m CONCRETE T, OF BEAM F --- I �/ (IDETAILS [ I r v� °,. _ ,.. o BB_ sn...... FILLED FELL CONTINUOUS d -- 1 c T I F I I � A L D L TA I L J o r ---.- 1� L = -`-'- _PER_PLAN ,STUD to FLOOR TRUSS : U. S. P. T. of BEAM c :ASREO. .. » » z .. `. a I HOOKED INTO BEAM. ♦ BB-1 LINTEL PER PLAN S ' TA36' W/6 - 10D NAILS STUD &. ."sYSIE114Y :.,, ...•,'. _ _ °.. + I -..i`- 5 BOT. PL. to GDR./RIBBON : 2 X S.Y.P. # 2 STEEL TRUSS or 3 to TOP BOT CHORD 12 TOT TOP CHORD eRG x „ .,_---•�*f, ,.._. _-__._sZ.L.�... r y � W/ 16D NAILS at 8 O.C. TYP. / ( ) Haag TRuss. syslFM 4Y 8 to o o Br o tERs TOP cxoRo BRc b 1 r :::: TIE -BEAM STEP DOWN PERPENDICULAR - FROM SEE PLAN __ '- 1 ., "...:. " '• i J".' ♦ '•":, • - , . 1 ( MAX. 4'-8" PARAU EL 6 BOTTOM PL to WALL. 2 tOD NAILS R DIAGONAL BRACE , 1 rLooR Russ `� PLATE to EA. STUD W U. S. P. "SPT W 2 x 4 S.Y.P. 2` 24" O.C. W 3 -i6D F sPEc N 3 BY OTHERS a _ '� Q a -� :: BB-2" yy'r { - + ELEVATION: B 7 6 - 10D NAILS EA. SIDE TYP. 6 TOTAL/ NAILS to TOP#BOT. CHORDS EA'END T. of 1ST FUR. 1,1 STEEL .'' I '' LINTEL or POURED CONC. BEAM PER PLAN \ ( / / /)) / e - .I" A PROVIDE 1 # 4 BAR HORIZ. TYP. �/ :.� I I z 4 PER PLAN 18 U: S. P. "SPT N A W SLOPE TRS GDR q. " ---- ------ TIE -BEAM 2 o I_ - - - _ AS REQ. s' ti ♦ =RIGHT � 7 T TT ND FLR STUDS to 1ST R.R.WALL DBL 'SYSTEM 24 FLAT TRUSS to MASONRY „ GARAGE: RIGH 1 � (( TYP. FILLED CELLS FROM FOUNDATION k= " " U. S. P"HTA20° MINI. of 18 0.�. W/ 6 lOD PARALLEL a AS RED. J ' PROVIDE 4 X 4 HOLE TO ALLOW GROUT TO RAKE BEAM PER PLAN EI= „ - STUDS IN LINE : U. P. MSTA48 Wj 7 i0D NAILS (or 3 to TOP/BOT. CHORD) AT I 30 TO FLOW THROUGH TYP. EA. SIDE I w -STUDS NOT IN L NE : U. S. P. LSTA36- _W/ 7 =10D to INSIDE of TRUSS 18 T F L R u ( ) t0 tS " s �L p �L1 2ND FLR. STUD & 1ST FLR. DBL. TOP PLATE (WRAP) „ .• , j BLOCKING 1 : 2 X 4 P.T. W/ 1/4" TAPCONS W/ 4 PROVIDE 4 DIAGONAL BAR EA. SIDE 4" 1 ' I WALL OPENING F' a ,I PARALLEL " 1.5" EMBED 8" O:C. (MIN. 3 PER BLOCK P! TYP. STEEL LOCATION #'' RDOR 12 - 8 ND FLR STUDS to GIRDER :U. S. P."LSTA36"W/ 7 - 101) ) u O STUD to FLOOR TRUSS LOWER BOND -BEAM STEEL CON IN FOR ARCHWAYS > 12"H T , NO STEEL REQ. OVER OPENINGS LESS THAN 6 WIDE r, o NAILS EA. END TYP: Z NAILER . 2 X 6 P.T. CON? W 1 2 EXPANSION CONCRETE FILLED LINTEL BLOCKS " T o „ U. S. P°MSTA36" W/ 6 - 10B,NAILS to O / / / IF GRTR THAN 6' PROV, 1 AT PEAK & 4'-8" O.C. MAX. ° 3 9 NOTCHED STUD :MAX. 2" X 2" IN 2 STUDS IN A ROW MAX. EACH STUD and 3 - 1OD to TOP & BOL BOLTS W/ 4" EMBED W/ WASHER AT 24" O.C. - TIP. �RFYALTO OPENINGS (OTHERWISE RUN STEEL CON'T FROM LOWER WALL PER PLAN) ;,; >: I" 6 PROV. 2 X 4 S.Y.P 2 STUD TURNED SIDEWAYS ("L" BRACE) RIBBON (12 TOTAL) 2ND FLR BLOCKING 2 i 2 X 6 S.Y.P. 2 AT PLYWOOD n C TYP•. BOND BEAM STEP 3 1 - VERITIONS IN FIELD - N. T. S. MASONRY RAKE I &ANCHOR FROM "NOTCHED STUD" W 10D NAILS at S" O.C. O # G 6 -SEE FLOOR ROOF'L0. FOR ALL STEPS IN BOND -BEAMS N, T: S. / STUD to B. PLATE : SEAMS AT 24 O.C., W/ (2) 10D NAILS EA. END - / - - APPLICATION IS FOR ARCHWAYS UP TOP 16"W - -FILL ALL MASONRY SOLID ABOVE ANY OPENING TYP. SEE PLAN FOR EXACT BOND BEAM and DOWEL STEEL DO NOT CUT LINTEL STEEL u 10 RIBBON.': 2 X 4 S.Y.P.. # 2 COMT W/ 3 - 16D NAILS to EA. TRS MIN. 2 - 16D TOE -NAILS (1/SIDE) _ 2ND F.F. W/I 1ST TRUSS SPACE W/. U.S.P. RT5 CUP - LAP ALL STEEL MIN. 48 BAR DIAMETERS, U.N.O. - m - NO INTERMEDIATE BOND BEAM SHALL BE REQUIRED L of MSNRv PLACED HORIZONTAL W/ (4) 8D NAILS EA. END ALONG RAKE WALL, U.N.O. - L - a SLAB °.F ; 1 B. PLATE toSLAB:1 2RSX I6"9 16" OLEE-ANCHOR 24" O. 16D NAIESt® FLOOR O.C.to RIBBON n TO NAILER L I N T E L - SEE "ROOF OVERHANG" ABOVE FOR ALL OTHER REQ. f1 11' ..� ALT. REC.� - W/ 3" X 3" / — m '°: 1 " FROM EA. CORNER & 6" FR EA. SIDE OF SPLICES. a OTHERS i I� 8 10D X 1 5"L NAILS FILL ALL HOLES / �� 4 FLOOR -TRUSS TO MASONRY : U.S.P. HTA12 W T ' S P. BOT RIBS ��� () ( ) (EMB. IS FROM LOWEST SLAB ELEV. at RECESSED AREA) lOP ON to TRUSS . d, A 2 x 6 S.Y.P. g 2 CON'T W/ 5 -16D 1 12 FIRESTOP BLOCKING : 2 X S.Y.P. # 2 AS NAILS TO EA. FLOOR TRUSS mm TOP CHORD BEARING REQUIRED PER CODE of1ST FLR: T ----- " » ---- TIE -BEAM WALL : 1 4 TAPCONS W 3 EMBEDMENT at 6 O.C. CENTERED _ ive- - - SYSTEM 42 TRUSS to MASONRY : ---- ---- y O ALT. B. PLATE to MASONRY / / ( ) T- F (2) - U. S PNTAt6" MIN: W/ 8 - tOD II n "CiT" STRAP PER "TRUSS ANCHOR SCHEDULE ON ROOF/FLOOR LAYOUT W/ NAILS PER EA. STRAP to TRUSS (1/SIDE) 1ST FLR I GYPCRETE DECK OVR. it 1/4" X 3 L TAPCONS at EACH STUD TYPICAL PERPENDICULAR ;.: 3 4 C.D.X. T & G PLYWD T. of BM „--BM ® CORNER : TYP. 3 - STUD AS REQ. PER PLAN T. LOGR _v. . ....... ® HEADER : PROVIDE NO. 2 ANCHORS at TOP of WALL OVER HEADER 24' O.C. MIN. 3) AS SHOWN W/ (Q -U. S P. Q T ( ) MASONRY BEARING ,� _. 4 5 LSTA18" STRAP FROM ADER TO EA, JACK STUD BELOW MIN. 2 JACK STU S EA. SIDE of OPN . W 7 - 10D I II III NAILS (PROVIDE END TYP: NAIL STUDS TOGETHER W i6D at 6 O.C.I EA. PLY &END -NAIL to TOP/BOT. PLAT W/ 2 TOP cxoRD ISS TOP cram ERG. SEE DETAIL "D-7F" SEE PLAN FOR WALL SIZE TO APPLY ABOVE � • .' • °• (PROVIDE (1) FULLADE STUD FOR OPNGS ¢ W or LESS and 2) STUDS FOR OPNGS 5STU and GREATER O FLOOR moss BEAM MAY LJI FLOOR TRUSS ON THIS PAGE FOR FI 5b ALT: DROPPED HEADER : PROVIDE INO. t2 ANCHORS PER A�OVE TO EACH. CRIPPLE STUD 16' O.C. WI(2) V�zBY OTHERS VARY PER 2 sv OTHERS TOP WALL ANCHORS U. S. P. "RT5' CUPS to HEADER (MAYBE PLACED ON INSIDE & OUTSIDE or BOTH PLACED ON INSIDE or OUTSIDE) 6 3 PAN 1 FCC TO REMAIN THE SAME ® SILL at OPENING :3 - 2`X 4 S.Y.P. # 2 NAILED TOGETHER W/ 161) NAILS at 6" O.C. STAGGERED EA. FACE EDGE GIRDER PERPEIJ=LAR I PARALLEL " s W/ 2 - 16D END -NAILS FROM 1ST JACK STUD to EA. SILL PLATE SPSPACE I " NON - UPLFT FLOOR TRUSS MG.It , I I SILL PLATE ANCHOR at OPNG.:16D NAILS at 4" O.C. THRU-OUT OPNG &MIN. 36" PAST EA. SIDE TYP. N HOLD 2 X 8 .g O FOLLOW DTL "7F" (AT LEFT) WITH ALT. ANCHORS BELOW 1 NAILER : 2 X 6 P.T. CON'T W 1 2 EXPANSION BOLTS W 4" EMBED W (NO BOTTOM > SPLICE ALLOWED FOR 36" PAST EA. SIDE of OPNG: TYP.) O / / / / STUD WAIL WASHER AT 24" O.C. IN FOR SHEATHING 18 MISC ANCHOR : (FLOOR TRUSS & CRIPPLE STUD) - 3 - 10D TOE -NAILS O FLOOR TRUSS to WALL//GIRDER : 3 - 10D TOE -NAILS (2/1 PER SIDE) AS REQUIRED IN or 2 - 16D NAILS THRU TOP of BOTTOM CHORD, U.N.O. 0 BLOCKING 2: 2 X 6 S.Y.P. # 2 AT PLYWOOD SEAMS AT 24" O.C., W/ (2) 10D I 19 SHEATHING : AT 2ND FLOOR, NAIL to ALL "RIBBONS" W BD 0 3" O.C. TYP. (VER. SIZE) / 2 6 BOT. OF DBL TOP > AND SILL > to WALL • END NAIL W/ 2-16D NAILS EA. END W/I 1ST TRUSS SPACE W/ U.S.P. "RT5" CLIP PLACED HORIZONTAL u � SEE "FASTENER SCHEDULE" ON THIS PAGE FOR ALL OTHER NAILING REQ. � W/ (4) 8D NAILS EA. END TO NAILER II li i l B. PLATE to SLAB : .145" X 1 1 2" EMB. HILT] "DX" P.A.F.S. n0 SHEATHING AT 1ST FLOOR PER PLAN AS ONLY REQUIRED PER "SHEARWALL" DETAIL O ABOVE O / O STUD TO PLATE 3 LEDGER • 2 - 2 x 6 P T ANCHOR TOGETHER W/ 2 ROWS of 1CD NAILS at 6" 0 C BOTTOM CHORD OF PRE-FAB LATERAL BRACE : 1 x 4 S.Y.P. # 2, FASTEN TO TOP of EA. TRUSS BOT. TRUSSES .®'24 -O.C., TYP. L (SHOWN IN PLAN AEW,}.U, ' CHORD W/ 3 10D NAILS TYP. 45" 10'-0" MAX. w 20'-0" M X. o TYR. G a o W C L 00 : 2 x 4 S.Y. P. # 2, VAS FASTEN TO TOP of EA. TRUSS BOT. CHORD W/.3 - 10D NAILS TYP. iv (PROVIDE AT 20' INTERVALS) 45� GABLE -END DETAIL B R E N N A N 45 - WITH "O" O.H., LADDER and NAILER SPEC N/A - N. T. S. /''� - SEE "FASTENER SCHEDULE" (P. °SDi") FOR ALL NAILING SPECS - ENGINEERING INC. - FILL ALL MASONRY SOLID ABOVE ANY OPENING TYP. 1600 S. DIXIE HWY. STE 400 BOCA RATON, FLORIDA 33432 (561) 392-3748 t E.B. # 7686 P.E. # 723816, 'perp,.. - __ F v to rnandez s FRAME BEARING WALL at 16 O.C., 6 FROM ENDS/SPLICES ANCHOR to MASONRY 13 4. WEDGE ANCHORS W/ 5" EMBED at 16' c.c., U. N. 0., CENTERED on LEDGER.. (SEt PLAN FOR ALL SPACING) PRONDE (2) ADD'T , 3 - 10D NAILS n II (2/1) PER SIDE L. -. S.Y.P. Izl O 1 CATS : z x 6 # 2 (FLAT) CATS at 2a" O.C. w/ SEE PLAN FOR WALL SIZE TO APPLY ABOVE 8 H E A R W A L L ® BOLTS 6" APART, CEN RED at ALL GIRDER LOCATIO S, U.N.O. NO. 6) TTTEEE pj TRUSS to LEDGER U. S. P. 'RT5' CLIPS PER SIDE) W/ 4 - 8D NAILS it `. (4) 1/4' x2" EMB. TAPCONSto BEAM W/ 3 - 16D NAILS NAILS FROM EA. TRUSS TYR. (USE ALT. 'Al -ANCHOR at T WALL E C I O N S FOLLOW DTL "7F" (AT LE W/ ADD'T ITEM 19 AS NOTED : O FFpp : (2) - (1 at EA. END TYP. (16NAILS TOT.) (INSTALL BOTH CUPS HORIZONTAL) - ° DRYWALL OVER 24" O.C. FOR TRUSS THAT RUNS ON TOP of WALL DIAGONAL BRACE 2 4 S.Y.P. 2 24" O.C., at 45 DEG., 1 -SEE "TRUSS ANCHOR SCHEDULE` ON PLANS FOR ALL OTHER ANCHOR SPECS. N L 9. ALL OTHER SPECIFlCATiONS TO REMAIN THE SAME 5 O BLOCKING 2 X 3 P.T.WOOD BLOCKING, ANCHOR to MASONRY W 1 4 TAPCONS W / / " / 2 EMBED PLACED 1" FROM TOP BLOCK & AT TOP AT 6" O.C. (MIN: 3 PER BLOCK) STUCCO FINISH PER ARCH. PLAN -� EQ° EQ. : 1 X 2 FURRING ° at 1R -0.C. IN : x # at FASTEN TO TOP of EA. TRUSS BOT CHORD W/ 3 -i6D D NAILS,. EXTEND to 2ND TRUSS OVER INTERIOR WALL COP / SHEATHING :NAIL t0 ALL "RIBBONS" W/ 8D at 3 O.C: TYP. "FASTENER ®SHEATHING : RUN t/2" EXTERIOR PLYWOOD SHEATHING CONTINUOUS to of W STUDS n LINE / (SEE PLAN FOR TYP. LOCATIONS at PATIOS) /} SEE SCHEDULE" ON THIS PAGE FOR ALL OTHER NAILING REQ. "SHEARWALL" FOUNDATION on 1 FACE of WALL W SD NAILS at 6" O.C. EDGES and O / GIRDERS i NOTCH LEDGER AS REQ. AND PROVIDE (2) ANCHORS U.N.D. ABOVE o THIS DETAIL SATISFIES ALL CONDITIONS - SEE FLOOR ROOF FRAMING PLAN FOR DETAIL REFERENCE FIELD. BLOCK and NAIL ALL SEAMS , TRUSS BRACING ' - SEE ARCHITECTURAL PLANS FOR ALL OTHER INFO. - THIS DETAIL DOES NOT APPLY AT "CLERESTORY" AREAS © La E D G E R BEARING - © C L E R E S T d� WALL 3 9 - SEE ROOF LAYOUT FOR TYR. LOCATIONS - N. T. S. ` �� - SEE DETAIL "1" ABOVE FOR OTHER TYP. FRAME TO MASONRY IJ ALL INFORMATION to APPLY